Difference between revisions of "Progress reports"

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1.) Back plate deflection shows that Back plate is not completely attached to endplate  
 
1.) Back plate deflection shows that Back plate is not completely attached to endplate  
  
−
Bob Miller sent an image showing thay the back plate was not a completely attached to the endplate.
+
Bob Miller sent an image showing that the back plate was not a completely attached to the endplate.
  
 
[[Image:improperattachment.jpg| 200 px]]
 
[[Image:improperattachment.jpg| 200 px]]
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[[Image:properattachment.jpg| 200 px]]
 
[[Image:properattachment.jpg| 200 px]]
  
−
This seems to illustrate a software problem.  ANSYS seems to be able to generate differences in a Model when opened by different users using different computers.  It has been suggested that the environment settings on a particular machine can result in auto connections being created different.  Apparently something about Bob's environment setting is not allowing ANSYS to automatically generate a connection between the backplate and endplate like Kalyan's ANSYS environemnt is doing.
+
This seems to illustrate a software problem.  ANSYS seems to be able to generate differences in a Model when opened by different users using different computers.  It has been suggested that the environment settings on a particular machine can result in auto connections being created differently.  Apparently something about Bob's environment setting is not allowing ANSYS to automatically generate a connection between the backplate and endplate like Kalyan's ANSYS environemnt is doing.
  
  
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−
After looking at the results, analysis 1.1 and analysis 4.1 were observed with the least deflections for sector 1 and sector 4 respectively. So, these results were refined by  
+
Analysis 1.1 and analysis 4.1 predicted the least deflections for sector 1 and sector 4 respectively. These results were refined by  
  
  
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;Summary
 
;Summary
−
: Analysis 1.1 and 4.1 indicate that
+
: The above analysis indicates that the nose plate should be constrained in the "X" direction for the least endplate deflection.  There is an unusual deflection pattern observed when the exit window part is meshed ("refined" analysis).  The exit window deflection is observed to have oval concentric contours when the Hexcell + carbon fiber composite exit window is treated as a single material with an effective Young's modulus.  The contours look very different if the three parts of the exit window (carbon fiber + Hexcell + carbon fiber) are meshed separately with their respective Young's modulus. 
 +
 
 +
 
 +
{| align="center" border="1" 
 +
|-
 +
|  Before Meshing || After Meshing
 +
|-
 +
|  Effective Young's modulus || Separate Young's Modulus
 +
|-
 +
|[[Image:R3_3D_Analysis_sector_4.1z.png| 200 px]] || [[Image:R3_3D_Analysis_refined_sector_1.1z.png| 200 px]]
 +
|}
 +
 
 
Next week:
 
Next week:
  
Line 210: Line 221:
  
 
2.) Why does the mesh deflection look unnatural.  In analysis 1.1 defections in the Z direction form circular like contours.  Analysis 1.1 "refined" though has Z deflections which have contours that are very different.  Perhaps there is a problem with the meshing
 
2.) Why does the mesh deflection look unnatural.  In analysis 1.1 defections in the Z direction form circular like contours.  Analysis 1.1 "refined" though has Z deflections which have contours that are very different.  Perhaps there is a problem with the meshing
 +
 +
 +
= 5/20/08=
 +
 +
1.) changed back plate mounts to be size of linkage
 +
 +
2.) found problem with hexcel exit window Young's modulus being 140,000 MPa instead of 2,000 MPa.  In the beginning the exit window was carbon fiber.  The effective Young's modulus is 2,000 MPa (Volume weighted) when the exit window is a hexcel-carbon fiber composite.  As a result, the deflection changed from 40 to 209 microns.
 +
 +
3.) changing hexcel from 2,000 MPa to 30 MPa and carbon fiber cladding with multiple parts and meshing.  Deflections are now 221 microns  changes by 12 microns.
 +
 +
 +
4.) changed rods to 3" outer diameter (1 mil wall thickness stays the same)  and compare with changing location of back plate mount points.
 +
 +
 +
 +
 +
A recent conversation with sales and technical engineers in hexcel revealed the youngs modulus calculation of Hexcel sheet,
 +
 +
The following procedure was understood for honeycomb hexcel HRH 10-1/8-1.8 sheet.
 +
 +
Data given by them
 +
 +
[K] Compressive Modulus = 8 Ksi
 +
 +
[G] Shear Modulus
 +
 +
in L-direction = 3.8 Ksi
 +
 +
in W-direction = 1.5 Ksi
 +
 +
[E] Young's modulus can be obtained from :<math>E= \frac{9KG}{3K+G} </math>
 +
 +
Then
 +
 +
E in L-direction is 9.85 Ksi
 +
 +
E in W-direction is 4.24 Ksi
 +
 +
4.24 Ksi which is equal to 30 Mpa can be used for the analysis [For safety least values have been taken]
 +
 +
This 30 Mpa will be the youngs modulus of the honeycomb hexcel HRH 10-1/8-1.8 sheet.
 +
 +
The effective youngs modulus varies with the choice of slicing and the border casing material.
 +
 +
In our analysis the border casing is aluminum and slices are made of carbon fiber.
 +
 +
1. Using this new young's modulus, the analysis was updated.
 +
 +
2. As per the conversation in last week's meeting, all the six sector orientations were analyzed with the updated view point. The new view point is looking towards the target center from the downstream side of the chamber
 +
 +
* Positive Z will be towards the target center from Region 3
 +
* Positive X will be from Right to left
 +
 +
3. Rectangular Hinge areas were replaced by small circular Areas to simulate Lever Mechanism.
 +
 +
[[Image:R3_3D_viewpoint.jpg| 400 px]]
 +
 +
 +
{| align="center" border="1" 
 +
|-
 +
|  || Deformation (mm)
 +
|-
 +
|  Analysis No.  ||  E Max || D Max || X Max || Y Max || Z Max
 +
|-
 +
| Sector 1 ||  0.196 || 0.221 || 0.195 || 0.126|| -0.088
 +
|-
 +
| Sector 2 || 0.158 || 0.234 || 0.089 || -0.233 ||-0.047
 +
|-
 +
| Sector 3 || 0.236 || 0.262 || -0.127 || -0.257 ||-0.075
 +
|-
 +
| Sector 4 || 0.230 || 0.258 || -0.232 || -0.146 || -0.100
 +
|-
 +
| Sector 5 || 0.190 || 0.243 || -0.132 || 0.242 || -0.050
 +
|-
 +
| Sector 6 || 0.213 || 0.266 || 0.099 || 0.265 || -0.061
 +
|}
 +
 +
Follow the link for images and PDF result files for all the six sectors generated by ANSYS during the analysis. The new results can be observed at [[kalyan_16_may_08]]
 +
 +
 +
For Next Week
 +
 +
1. Move the circular Hinge areas to the upstream side on the back plate and compare results with the same environment where the Hinge areas are on the downstream side (Sector 1)
 +
 +
2. Change the Outer Diameter of the carbon rods from 2 inch - 3 inch, keeping the same thickness
 +
 +
= 5/27/08 =
 +
 +
1. Sector 1 was analyzed by changing the hinge locations.
 +
 +
 +
The variation in the results was observed to be negligible
 +
 +
{| align="center" border="1" 
 +
|-
 +
|  || ||Deformation (mm)
 +
|-
 +
|  Sector 1  ||  ||E Max || D Max || X Max || Y Max || Z Max
 +
|-
 +
| Hinges in the down stream side ||[[Image:R3_3D_viewpoint.jpg| 200 px]]||  0.196 || 0.221 || 0.195 || 0.126|| -0.088
 +
|-
 +
| Hinges in the up stream side ||[[Image:R3_3D_viewpointa.jpg| 200 px]]|| 0.198 || 0.222 || 0.192 || 0.137 ||-0.088
 +
|}
 +
 +
Follow the link for images and PDF result files. The new results can be observed at [[kalyan_23_May_08]]
 +
 +
 +
 +
2. To reduce the max deformation, the diameter of the carbon rods and the thickness were gradually increased and the results were tabulated as follows
 +
 +
{| align="center" border="1" 
 +
|-
 +
|  || Deformation (mm)
 +
|-
 +
|  Sector 1  ||  E Max || D Max || X Max || Y Max || Z Max
 +
|-
 +
| 3 inch Dia, 0.1 Inch thk Carbon rods ||  0.141 || 0.159 || 0.139 || 0.091|| -0.073
 +
|-
 +
| 3.5 inch Dia, 0.1 Inch thk Carbon rods || 0.117 || 0.132 || 0.117 || 0.075 ||-0.050
 +
|-
 +
| 3.5 inch Dia, 0.2 Inch thk Carbon rods ||  0.106 || 0.119 || 0.102 || 0.162|| -0.053
 +
|-
 +
| 3.5 inch Dia, 0.3 Inch thk Carbon rods || 0.097 || 0.109 || 0.092 || 0.054 ||-0.048
 +
|}
 +
 +
Follow the link for images and PDF result files. The new results can be observed at [[kalyan_23_May_08_2.1]]
 +
 +
 +
 +
To further reduce the deformation, a new geometric element "Downstream carbon rod" of the same dimensions like other carbon rods is introduced as shown below
 +
 +
[[Image:rear_single_rod.jpg| 250 px]]    Then the results were tabulated as follows
 +
 +
{| align="center" border="1" 
 +
|-
 +
|  || Deformation (mm)
 +
|-
 +
|  Sector 1  ||  E Max || D Max || X Max || Y Max || Z Max
 +
|-
 +
| 3.5 inch Dia, 0.3 Inch thk Carbon rods with 1 rear rod||  0.090 || 0.101 || 0.087 || 0.053|| -0.042
 +
|-
 +
| 3.5 inch Dia, 0.5 Inch thk Carbon rods with 1 rear rod|| 0.084 || 0.095 || 0.083 || 0.047 ||-0.037
 +
|}
 +
 +
Follow the link for images and PDF result files. The new results can be observed at [[kalyan_23_May_08_2.2]]
 +
 +
 +
 +
In the next approach, the thickness of the polyurethane layer in the end plates were increased from 2 inches to 2.5 inches with carbon rods of 3.5 inch diameter and 0.5 inch thk including the single rear carbon rod.
 +
 +
 +
 +
{| align="center" border="1" 
 +
|-
 +
|  || Deformation (mm)
 +
|-
 +
|  Sector 1  ||  E Max || D Max || X Max || Y Max || Z Max
 +
|-
 +
| 3.5 inch Dia, 0.5 Inch thk Carbon rods with 1 rear rod and 2.5 Inch Polyurethane on end plates||  0.080 || 0.090 || 0.080 || 0.045|| -0.031
 +
|}
 +
 +
Follow the link for images and PDF result files. The new results can be observed at [[kalyan_23_May_08_2.3]]
 +
 +
 +
 +
Meeting on May 23 with Dr. Brian Williams and Kalyan Jinnuri
 +
 +
Tasks for next week
 +
 +
1. The aluminum casing around the end plates are to be modified (increase in size)
 +
 +
2. Triangular plates have to be attached at the corners where the endplate and back plate meet. This area becomes the constraint region.
 +
 +
3. The relative deformation in each end plate has to be less than 50 microns
 +
 +
 +
= 6/3/08 =
 +
 +
The aluminum casing width is increased by 30 mm, This increase is made on the upstream side between the aluminum slits and upstream side hole area, Triangular constraint areas were introduced to the geometry and the constraints were applied on them.
 +
 +
Sector 1 is studied under 6 cases of analysis.
 +
* Case 1: Triangular Constraints are only in the downstream side and only upstream side on the nose plate
 +
* Case 3: Triangular Constraints are only in the upstream side and only upstream side on the nose plate
 +
* Case 5: Triangular Constraints are in both upstream and downstream side and only upstream side on the nose plate
 +
* Case 2, Case 4, Case 6: are with both upstream and downstream side constraints on the nose plate for case 1, 3, 5 respectively
 +
 +
 +
{| align="center" border="1" 
 +
|-
 +
|  || ||Deformation (mm)
 +
|-
 +
|  Sector 1  || Constraint  ||Left E Max ||Left Relative E Max ||Right E Max ||Right Relative E Max || D Max || X Max || Y Max || Z Max
 +
|-
 +
| Case 1 ||Downstream triangle with Upstream on Nose||0.057 ||0.053 ||0.061 ||  0.032 || 0.065 || 0.053 || -0.065|| -0.030 ||[[Image:R3_3D_Reartriangular.png| 200 px]] ||
 +
|-
 +
| Case 2 ||Downstream triangle with both sides on Nose||0.018 || 0.012||0.038 ||  0.035 || 0.038 || 0.038 || -0.021|| -0.018 ||
 +
|-
 +
| case 3 ||Upstream triangle with Upstream on Nose||0.099 ||0.093 ||0.105 || 0.092 || 0.135 || 0.111 || -0.110 || -0.093||[[Image:R3_3D_fronttriangular.png| 200 px]]||
 +
|-
 +
| case 4 ||Upstream triangle with both sides on Nose||0.103 || 0.064|| 0.117|| 0.053 || 0.129 || 0.109 || 0.119 ||-0.090||
 +
|-
 +
| Case 5 ||Both side triangles with Upstream on Nose|| 0.058||0.054 || 0.065|| 0.031 || 0.065 || 0.051 || -0.065 ||-0.027||[[Image:R3_3D_rearand front traingular.png| 200 px]] ||
 +
|-
 +
| Case 6 ||Both side triangles with both sides on Nose||0.019 || 0.015|| 0.034|| 0.031 || 0.034 || 0.034 || -0.020 ||-0.015||
 +
|}
 +
 +
 +
For Details, Follow the link for images and PDF result files. The new results can be observed at [[kalyan_30_May_08]]
 +
 +
 +
Meeting on May 30 with Dr. Brian Williams and Kalyan Jinnuri
 +
 +
Tasks for next week
 +
 +
1. Double  check the connections, refine and proceed to the next sector
 +
 +
2. Mylar sheet calculations in FEA and by hand
 +
 +
 +
= 6/10/08 Mylar Analysis=
 +
 +
As shown below, ANSYS can't perform a calculation of the mylar deflection due to the small thickness to deflection ratio which occurs.  If the mylar thickness is increase by a factor of 10 (form 1/1000 of an inch to 1/100),  ANSYS would predict a deflection of about 12 mm.  Formula do exist for simple geometries such as a square and a circle but not a triangle.  A hand calculation for a square which is a factor of 40 smaller in size to R3  predicts 1/1000 inch thick rectangular mylar sheet will deflect about 1 mm and a circle a little less than 1 mm.  If you assume the R3 triangle geometry to be similar to a 4 m x 4 m square , the mylar sheet would deflect 17.2 cm referencing manual calculations. The max error observed between manual result and ansys result was -16 percent with other sections and sizes. so expecting the deformation will be between 14.5 cm to 17.2 cm. 14.5 cm being the deflection after considering the error.
 +
 +
 +
Our goal for next week is to produce a rough draft of the Detailed Design report which describes a design (either Case 2 or 6 above) that  meets the R3 design goals.
 +
 +
We would like to ask the design to be frozen by July 4 so final production drawings can be completed by 9/22/08.
 +
 
 +
 +
==Introduction==
 +
 +
The Mylar sheet on the upstream side of the Region III drift chamber was analyzed in ANSYS for FEA deformations and the results were justified by comparing with manual calculations.
 +
 +
Due to the fact that the Mylar sheet is extremely thin and week for FEA analysis and has complicated geometry to perform manual calculations, the analysis is slightly simplified.
 +
 +
• FEA analysis approach is justified by calculating the percentage error between FEA results and Hand Calculation results for some basic shapes with the actual thickness of 0.0254mm and the young’s modulus of 3800Mpa. A square sheet of 100 x 100 mm and a circular sheet of radius 50mm.
 +
 +
• The thickness of the Mylar sheet is increased from 0.0254mm to 0.254mm. This is done as ANSYS has a acceptable thickness to acceptable deformation ratio, with the specified thickness of 0.0254mm, the deformation is way over the deformation limit and ANSYS cannot handle the problem.
 +
 +
•      For Very thin sheets like mylar, Large deflection membrane stiffened analysis is proven to be accurate and the same is otherwise termed as loading with normal and membrane stress approach and is detailed, Please follow the link [[Deformation with both Normal and Membrane Stress approach]]
 +
 +
==Results==
 +
 +
[[Image:mylar_analysis_table1.jpg]]
 +
 +
= 6/24/08 =
 +
 +
After attempting several cases with the upstream constraints, the deformation is at the hole regions and is observed to be about 100 microns for sector 1 in region 3. However, to limit the maximum deformation at the hole regions to 100 microns, several aspects have to be followed.
 +
 +
[[Image:R3_3D_AnsysModel1_06-19-08.png | 300 px]]
 +
 +
To obtain these results, these changes were made
 +
 +
• End plate thickness was altered
 +
 +
* The thickness of right end plate is increased to 3 inches from 2 inches.
 +
 +
* The aluminum casing around both the end plates and he back plate is 20mm
 +
 +
• Change of Carbon rods
 +
 +
* 7 carbon rods were used.
 +
 +
* Carbon rods counted from the bottom; rod 1, 2, 6, 7 are 2 inch outer diameter with 0.1 inch thick. However, rods 3, 4, 5 are 3 inch in diameters and 0.2 inch thick
 +
 +
 +
[[Image:R3_3D_AnsysModel3_06-19-08.png | 200 px]]
 +
 +
 +
• The wire orientation of the upstream wires are with a negative slant from left side to the right side
 +
 +
These above mentioned parameters change for every sector to limit the max deformation to 100 microns.
 +
 +
 +
 +
So, another approach to utilize the stiffness of the carbon rods was followed and gave better results
 +
 +
In this approach the carbon rods will be made slightly longer, such that after application of all the loads the effective deformation will be under the limit. To achieve this, a normal force equivalent to some extra length of the carbon rod is applied on the upper edges of the carbon rods which are the opposing forces for the deformation.
 +
 +
[[Image:R3_3D_AnsysModel2_06-19-08.png | 350 px]]
 +
 +
For sector 1, after applying 200N, 275N, 250N, 210N, 120N on carbon rods 2, 3, 4, 5, 6 respectively; the deformation dropped to 50 microns from about 130 microns.
 +
 +
 +
The report generated by ANSYS is available: [[Image:06.19.08slice1.pdf]]
 +
 +
 +
{|  align="center"
 +
|-
 +
|[[Image:06.19.08slice1_1d.png| 500 px]]
 +
|}
 +
 +
{|
 +
|[[Image:06.19.08slice1_1x.png| 300 px]]||[[Image:06.19.08slice1_1y.png| 300 px]]||[[Image:06.19.08slice1_1z.png| 300px]]
 +
 +
|}
 +
 +
Figure: Images of Deflection for Sector 1 in D,X,Y,Z Directions respectively
 +
 +
Now using these loads, which satisfied the deformation condition, those forces are transformed into equivalent linear lengths of the carbon rods. This is done by applying the same loads on just the carbon rods and find the linear deflections. Using ansys, the extra needed lengths of the carbon rods are as follows
 +
 +
[[Image:R3_3D_AnsysModel4_06-19-08.png | 350 px]]
 +
 +
 +
 +
==Extra length of the carbon Rod(6) ==
 +
 +
Length of Rod 6 (L)= 3712.72 mm
 +
 +
Applied load on the Rod 6 (P)= 120 N
 +
 +
Cross sectional area of the Carbon rod (A)= 197.6159 Sq.mm
 +
 +
Young's Modulus of Carbon fiber is 1.5 e 5 N/Sq.mm
 +
 +
Hooke's law
 +
 +
Young's Modulus (E)= Stress / Strain
 +
 +
Implies Change in length (dL)
 +
 +
[[Image:R3_3D_AnsysModel5_06-19-08.png | 600 px]]
 +
 +
 +
Similarly all the remaining rod lengths are calculated and tabulated below
 +
 +
{| align="center" border="1" 
 +
 +
|-
 +
|  Rod No.  || Length (mm), L ||Applied Load (N), P || Stiffness (N/mm), K || Deflection by Hand Calc (Micron) || Deflection by Ansys, (Micron) || Error%
 +
|-
 +
| 2||1201.07||  200 || 24679.9824 || 8.2 || 8.5|| 3.59%
 +
|-
 +
| 3||1828.98||  275 || 16207.0588 || 16.96 || 17.53|| 3.25%
 +
|-
 +
| 4||2457.12||  250 || 12063.8741 || 20.72 || 21.21|| 2.31%
 +
|-
 +
| 5||3084.82||  210 || 9609.1138 || 21.85 || 22.29|| 1.87%
 +
|-
 +
| 6||3084.82||  120 || 7984.008 || 15.03 || 15.27|| 1.57%
 +
|}
 +
 +
 +
This extra length of the carbon rod can be achieved precisely by a measured mechanism.
 +
[[Image:06.19.08_7.png | 400 px]]
 +
 +
 +
=7/8/08=
 +
 +
Sets of Drawings were created for Latifa's presentation
 +
[http://www.iac.isu.edu/mediawiki/index.php/DDP:Detailed_Design_Phase:_Drawing_and_Assembly_Package]
 +
 +
The next task will be to begin writing a report of the studies so far.
 +
Send e-mail to get Richard Getz's spec sheet for all the holes in the endplate.
 +
 +
An automated method will be looked for which will mimic what JLAB is using (Mac's Excel spreadsheet contains input parameters which IDEAS used to draw the endplate holes)
 +
 +
The poly foam vendor can't deliver a 5 meter long piece of foam but it can do 2.5 m.  We need to see if the stainless steel sheet and aluminum tubing can come in 5 meter lengths.  What is the longest length a machine shop can do?
 +
 +
=7/15/08=
 +
 +
 +
;The next task will be to begin writing a report of the studies so far.
 +
: Kalyan expects to finish next week but he hasn't put anything in the wiki yet.
 +
 +
;Send e-mail to get Richard Getz's spec sheet for all the holes in the endplate. 
 +
:8 Drawings were received. Some questions remain about why the tolorances are different on several drawings.  Kalyan will ask Richard.
 +
 +
;An automated method will be looked for which will mimic what JLAB is using (Mac's Excel spreadsheet contains input parameters which IDEAS used to draw the endplate holes). 
 +
:Autodesk Inventor can do a similar thing.  Autodesk can create a 3-D model from an input file.    The endplate can then be projected to its tilt angle in the 3-D model.  The next step would be to create a 2-D draft from the Autodesk 3-D model.  There seems to be a problem  getting a 2-D drawing with holes with complete automation.  Brian made a few suggestions to try and figure out how to automate the 2-D drawing.
 +
 +
If successful we will generate drawings showing the following steps.. Step 1: generate an endplate with holes in the mid plane.  Step 2: project the holes  by 6 degrees to the actual location of the endplate.
 +
 +
;The poly foam vendor can't deliver a 5 meter long piece of foam but it can do 2.5 m.  We need to see if the stainless steel sheet and aluminum tubing can come in 5 meter lengths.  What is the longest length a machine shop can do?
 +
:Kalyan hasn't had time to look for vendors or machine shop capabilities.
 +
 +
[http://www.iac.isu.edu/mediawiki/index.php/R3 Go back]
 +
=7/22/08=
 +
 +
Still working on [http://www.iac.isu.edu/mediawiki/index.php/DDP:Detailed_Design_Phase:_Drawing_and_Assembly_Package report]
 +
 +
Met with engineer  to see if  solid works could automate the production of the end plate wire hole drawings.  Illustrating the wire hole projection from the central mid plane to the actual end plate position with tilt is a challenge.  The hole distances are no longer equally spaced after the transformation.
 +
 +
Need decision on design.  Composite or solid region 3?
 +
 +
The meeting ended with the decision that Kalyan should do drawings for the composite design.
 +
 +
=7/30/08=
 +
 +
 +
 +
Problems are :
 +
 +
1.) the holes are not circular when projected onto the endplate.  Kalyan notices Bob's PDF drawing of the end plate seems to have oval feed through holes as well.  Perhaps we both have this same problem.  Perhaps it will be acceptable to have drawing with oval holes however the machine shop is told that they are circular when they drill the holes.
 +
 +
2.) Solid Works has problem creating the holes on multiple parts in production drawing mode.  Single parts are defined in Solid works and then joined together.  After joining together the holes are then defined.  The holes are then not visible in the DWG drawing if we have multiple parts in the end plate.  An endplate with a single part shows the holes.  We will need to do drawing for the end plate with individual parts.
 +
 +
Vendor info:
 +
 +
Only 10 foot stainless steel sections are off the shelf.  Custom built 20 foot stainless steel sections may be possible, we will request a quote.
 +
 +
Still no info on the maximum size that can be machined.
 +
 +
 +
[http://www.iac.isu.edu/mediawiki/index.php/R3 Go back]
 +
 +
 +
=8/12/08=
 +
 +
Drawing time estimate.  Contract end 9/22/08. 
 +
 +
 +
{| align="center" border="1" 
 +
|-
 +
| Time || Drawing
 +
|-
 +
|1 week  || 6 Carbon Fiber rods
 +
|-
 +
|2 weeks  || Back Plate, Nose Plate, Up and Down stream windows
 +
|-
 +
|2 weeks  || 2 End plate drawings
 +
|}
 +
 +
 +
=8/19/08=
 +
 +
Stainless Steel vendor gave a non-binding quote of ~$500 for each 20 foot long Stainless Steel sheet.
 +
 +
Haven't resolved hole extruding problem.  Holes are always oval.  Decision was to make an endplate drawing with alignment holes for aligning the two foam pieces with a single Stainless Steel  endplate. 
 +
 +
A table of hole locations will be generated which uses one of the alignment holes as a reference point.
 +
 +
 +
How many alignment holes are enough?
 +
 +
{| border="1"  |cellpadding="20" cellspacing="0
 +
|-
 +
|Material || color|| Young's modulus N/sq.mm || Density kg/cu.mm
 +
|-
 +
| Wood pulp/paper || Red|| 10 e3    || 10e-8
 +
|-
 +
| Al 6061 T6 || yellow|| 73.1e3 || 2.7e-6
 +
|-
 +
| Al 6061  || green|| 73.1e3 || 2.3e-6
 +
|}
 +
 +
=9/2/08=
 +
 +
 +
1.) table of hole positions from Solid works drawing.
 +
 +
2.)  20 foot long SS pieces
 +
 +
3.) 2 foam pieces  , let vendor decide
 +
 +
3.) 2 aligment holes per foam piece located in between superlayers
 +
 +
4.) both SS pieces and one of the foam pieces share a single reference point.  The remaining foam pieces will each have a reference point.
 +
 +
A machinist will be consulted to determine the CNC head coverage area in order to determine what area the hole tables should cover.
 +
 +
The ISU CNC machine head can machine 4' x 1' sections some have 2' x 12 '  head spans.
 +
 +
We will also ask if the reference points are appropriate and if a 20 foot SS piece is a problem.
 +
 +
Machinists prefer the reference points to be in the corners of each piece.  A single reference point will be placed on each part and an excel spreadsheet containing tables of wire locations will be made for each of the 22 wire planes in each superlayer.  The vendor will be responsible for breaking the endplate up into pieces for machining if it is required.
 +
 +
=9/7/08=
 +
 +
Solid works can the output a file for drilling the hole pattern in an Excel spreadsheet.  The hole pattern is defined in solid works at the midplane.  Solid works will then project the hole positions to the actual location of the endplate.
 +
 +
An example of the hole drawing is
 +
 +
[[Image:SW_R3_HolePatternExampleDrawing.pdf]]
 +
 +
I do not believe that the dimensions used go generate the hole pattern are consistent with Mac's spreadsheet.  We need to confirm that Mac has set the distance between wire planes to 8.6 mm for super layer 5 and 9 mm for super layer 6.  The distance between wires in the same plane would be
 +
 +
: <math>H=8.6 mm \times 4 \times cos(30) = 29.791 mm=V</math> for super layer 5
 +
 +
and
 +
 +
:<math>9 mm \times 4 \times cos(30) = 31.177 mm</math> for super layer 6
 +
 +
[http://www.jlab.org/Hall-B/secure/clas12/RIII/ISU_Design/ CLAS12_R3_EndPlate_Holes_ExampleDrillFile.xlsx]
 +
 +
[[Image:jun20_2008_4.png| 200 px]]
 +
 +
=9/23/08=
 +
 +
Weld or Bolt the Aluminum frame.  Does the welding warp the frame?  We will use bolts.
 +
 +
What should the close out piece around the Hexcell sheet perimeter look like?
 +
An Aluminum angle piece?
 +
 +
[[Image:SideViewAlFrame2HexcellJoint.jpg| 200 px]]
 +
 +
 +
Latest Drawings
 +
 +
 +
 +
[[Media:RightEndplateFrameDrawingWithReferenceHoles.pdf]]
 +
 +
 +
Drawing which remain:
 +
 +
1.) Hexcell sheet
 +
 +
2.) Back Plate ( 90%) done
 +
 +
3.) Carbon fiber rods
 +
 +
 +
--- End Report ----
 +
 +
=9/30/08=
 +
 +
 +
The following are known problem with the drawings below which are being worked on.
 +
 +
# hole misalignment ( 5 thousands) between Hexcell backing sheet and tapped holes for mounting bolts.  We expect to increase the tolorances to accomodate this difference.
 +
 +
 +
  
  
 
[http://www.iac.isu.edu/mediawiki/index.php/R3 Go back]
 
[http://www.iac.isu.edu/mediawiki/index.php/R3 Go back]

Latest revision as of 23:26, 25 October 2008

R3 design Progress report


3/11/08

Progress modeling the R3 drift chamber has been held back by both software and hardware problems. This past week we installed ANSYS on a faster computer ( 2 GHz Intel with 3Meg RAM) and were able to render the design in 30 minutes instead of 2 hours. The turnaround for debugging the geometrical design is now faster and ANSY does not currently crash. We plan on doing the same test using a new computer (2 GHz Intel with 8 Meg RAM) once it has been assembled (2 weeks or less).

The image below represent the current Model which has been implemented in ANSYS.

R3 3D AnsysModel 3-7-08.jpg

3/18/08

1.) Movies showing deflections as a function of applying the max load and then releasing it. The max deflection is about 13 mm. The two movies below show the two endplate deflections with no rods for either 1 fixed or 2 fixed mount points.

This movie shows the endplate deflection as the wire load is applied and then released. The top two mounting brackets on the back plate are fixed.


http://www.jlab.org/Hall-B/secure/clas12/RIII/ISU_Design/images/Deflection_NoRods_NoBack_2FixedMounts.avi


The movie below is under similar conditions except the right bracket is allowed to move.

http://www.jlab.org/Hall-B/secure/clas12/RIII/ISU_Design/images/Deflections_NoRods_Noback_1FixedMount.avi


2.) The Max deflections decreases from 13 mm to less than 1 mm if carbon fiber rods are place along the front edge of the endplates. The back plate hinges are both fixed.

http://www.jlab.org/Hall-B/secure/clas12/RIII/ISU_Design/images/Deflection_Rods.avi

3.) The image below shows a max end plate deflection of 0.3 mm when hexcell backing sheet is used and No carbon fiber rods.

Deflection Hexel 2fixedMounts.jpg File:Deflection Hexel 2fixedMounts.pdf


4.) A max deflection of 22 microns for the carbon rods and less than 20 microns for the endplate is predicted from our current ANSYS model when both carbon fiber rods and a hexcell backing sheet are used. Only the left hinge is constrained completely and the right hinge is constrained in 2 degrees of freedom. No gravity and no differential gas pressure. Effective Youngs modulus is used. The carbon fiber rods and the hexcell backing sheet are the only materials not made from the poly foam composite. Poly foam used on endplates, back plate, and nose plate. No Al frame around endplate.

R3 3D AnsysModel Deflection 3-12-08.png Media:Deflection_3-12-08.pdf

3/25/08

5) The max endplate deflection increases from 20 to less than 22 microns when gravity is added. Both the carbon fiber rods and a hexcell backing sheet are used.. The carbon rod deflection increases from 22 to 65 micron with the addition of gravity. Only the left hinge is constrained completely and the right hinge is constrained in 2 degrees of freedom. Gravity is applied along the direction from the back plate towards the Nose plate. The material properties is same as analysis 4

Deflection with Gravity LoadDescription 3-20-08.jpg Deflection with Gravity 3-20-08.png Media:Deflection_with gravity_3-12-08.pdf


Problems meshing 0.001 inch thick mylar sheet front window. I am able to mesh a XXXX thick sheet. So I adjust Young's Modulus accordingly.

4/14/08

The R3 design is converging to a configuration which results in a max end plate deflection less than 25 microns and more than a factor of 2 smaller than the specifications according to a three dimensional ANSYS model. The effects of gravity are included in this estimate. The impact of the differential pressure has not been included in the model. Attempts to insert a front mylar window into the model and apply a pressure were not successful. A hand calculation will be performed at this time to estimate the effects. The first estimate will consider the force exerted on the carbon rod due to the gas pressure. Is the force exerted by the mylar sheet onto the carbon rod enough to cause the rod to buckle? A second estimate will assume that the carbon rod does move and then distribute the mylar sheet load uniformly along the edges assuming the force produced by the pressure is in the same direction as the wire tension.


4/22/08

The endplate dimensions have been changed this week and were implemented. Bob Miller asked Kalyan to at the effects of the change instead of moving on to the impact of differential pressure.


4/29/08

Bob asked Kalyan to make the changes below to the Drift Chamber design and redo the base analysis(Frame + rods, No Hexcel, no mylar).

1.)Replaced effective Young's modulus with actual layers of SS and polyurethane foam.

2.)Added an Aluminum frame around polyurethane foam

3.) added AL ears onto end plate sides for carbon fiber rods (now rods push against Al instead of foam sandwich)

4.) Dimensions of End plates where changed with the change of widths of super layers; Upstream super layer width from 210.96mm to 188.34mm and downstream super layer width from 210.88mm to 192.42mm

5.) Front face of Nose plate is constrained completely and not floating in space.


The wire tension was applied and the Max end plate deflection changed from 1.17 ( as shown in Table 5.2.1 of the original report, Analysis 3.1) to 0.85 mm.

When Max gravity is applied the end plate Max deflections changes from 0.85 to 3.7 mm.

The orientations and results were shown at the following link Kalyan_4-25-08


Need to freeze design so drawing can begin. Can JLab freeze the design by 5/22/08?

5/6/08

Fixed the following errors in the ANSYS design

1.) Mass is ~350 kg (back plate is poly + SS)

2.) Wire load directions are at 6 degrees now


Remaining problems/tasks

1.) Back plate deflection shows that Back plate is not completely attached to endplate

2.) Hinges are no longer applicable to design. Substitute constraints directly on the Back plate region where the hinges are.

3.) Make back plate and end plates separate parts to limit contact regions

4.) Change Hexcell exit window into two pieces ( 1 carbon fiber and the other the honeycomb). This will remove need for using effective Young's Modulus.

5.) refine the end plate mesh to improve deflection resolution

Hinge constraints. The coordinate system has the Z- axis along the beam line, and the Y-axis pointing towards the chamber back plate.
Mount point Constraint
Right Hinge (B) X,Z
Left Hinge (A) Y,Z
Nose plate X,Z

5/13/08

The following questions from last week have been addressed.

1.) Back plate deflection shows that Back plate is not completely attached to endplate

Bob Miller sent an image showing that the back plate was not a completely attached to the endplate.

Improperattachment.jpg

When Kalyan zooms into the same region he does not see a discontinuity.

Properattachment.jpg

This seems to illustrate a software problem. ANSYS seems to be able to generate differences in a Model when opened by different users using different computers. It has been suggested that the environment settings on a particular machine can result in auto connections being created differently. Apparently something about Bob's environment setting is not allowing ANSYS to automatically generate a connection between the backplate and endplate like Kalyan's ANSYS environemnt is doing.


2.) Hinges are no longer applicable to design. Substitute constraints directly on the Back plate region where the hinges are.

3.) Make back plate and end plates separate parts to limit contact regions

4.) Change Hexcell exit window into two pieces ( 1 carbon fiber and the other the honeycomb). This will remove need for using effective Young's Modulus.

5.) refine the end plate mesh to improve deflection resolution

Problems 2, 3, 4, 5 were addressed and updated at the table of contents section at http://www.iac.isu.edu/mediawiki/index.php/R3DC_Report_2-08#Table_of_results


Analysis Sector Orientation Hinge A constraint Hinge B Constraint Nose Plate
Sector 1 Analysis 1.1 1 Y,Z X,Z X,Z
Analysis 1.2 1 X,Z Y,Z Y,Z
Sector 4 Analysis 4.1 4 Y,Z X,Z X,Z
Analysis 4.2 4 X,Z Y,Z Y,Z


Deformation (mm)
Analysis E Max D Max X Max Y Max Z Max
Sector 1 Analysis 1.1 0.041 0.041 -0.038 0.026 0.016
Analysis 1.2 0.110 0.110 -0.107 -0.037 0.045
Sector 4 Analysis 4.1 0.056 0.056 0.051 0.031 0.027
Analysis 4.2 0.107 0.107 0.107 0.032 -0.043


Analysis 1.1 and analysis 4.1 predicted the least deflections for sector 1 and sector 4 respectively. These results were refined by


1. Refining the mesh size.

2. Sandwiching the Hexcel backing sheet with carbon fiber slices.

3. Removing the hinges and applying the constraints over the hinge area.

4. Making single parts for each end plates.


Deformation (mm)
Analysis E Max D Max X Max Y Max Z Max
Sector 1 Analysis 1.1 Refined 0.043 0.043 -0.040 0.027 0.027
Sector 4 Analysis 4.1 Refined 0.040 0.040 0.036 0.027 0.019
Summary
The above analysis indicates that the nose plate should be constrained in the "X" direction for the least endplate deflection. There is an unusual deflection pattern observed when the exit window part is meshed ("refined" analysis). The exit window deflection is observed to have oval concentric contours when the Hexcell + carbon fiber composite exit window is treated as a single material with an effective Young's modulus. The contours look very different if the three parts of the exit window (carbon fiber + Hexcell + carbon fiber) are meshed separately with their respective Young's modulus.


Before Meshing After Meshing
Effective Young's modulus Separate Young's Modulus
R3 3D Analysis sector 4.1z.png R3 3D Analysis refined sector 1.1z.png

Next week:

1.) deflections for other sectors. Table has deflection of the wire.

2.) Why does the mesh deflection look unnatural. In analysis 1.1 defections in the Z direction form circular like contours. Analysis 1.1 "refined" though has Z deflections which have contours that are very different. Perhaps there is a problem with the meshing


5/20/08

1.) changed back plate mounts to be size of linkage

2.) found problem with hexcel exit window Young's modulus being 140,000 MPa instead of 2,000 MPa. In the beginning the exit window was carbon fiber. The effective Young's modulus is 2,000 MPa (Volume weighted) when the exit window is a hexcel-carbon fiber composite. As a result, the deflection changed from 40 to 209 microns.

3.) changing hexcel from 2,000 MPa to 30 MPa and carbon fiber cladding with multiple parts and meshing. Deflections are now 221 microns changes by 12 microns.


4.) changed rods to 3" outer diameter (1 mil wall thickness stays the same) and compare with changing location of back plate mount points.



A recent conversation with sales and technical engineers in hexcel revealed the youngs modulus calculation of Hexcel sheet,

The following procedure was understood for honeycomb hexcel HRH 10-1/8-1.8 sheet.

Data given by them

[K] Compressive Modulus = 8 Ksi

[G] Shear Modulus

in L-direction = 3.8 Ksi

in W-direction = 1.5 Ksi

[E] Young's modulus can be obtained from :[math]E= \frac{9KG}{3K+G} [/math]

Then

E in L-direction is 9.85 Ksi

E in W-direction is 4.24 Ksi

4.24 Ksi which is equal to 30 Mpa can be used for the analysis [For safety least values have been taken]

This 30 Mpa will be the youngs modulus of the honeycomb hexcel HRH 10-1/8-1.8 sheet.

The effective youngs modulus varies with the choice of slicing and the border casing material.

In our analysis the border casing is aluminum and slices are made of carbon fiber.

1. Using this new young's modulus, the analysis was updated.

2. As per the conversation in last week's meeting, all the six sector orientations were analyzed with the updated view point. The new view point is looking towards the target center from the downstream side of the chamber

  • Positive Z will be towards the target center from Region 3
  • Positive X will be from Right to left

3. Rectangular Hinge areas were replaced by small circular Areas to simulate Lever Mechanism.

R3 3D viewpoint.jpg


Deformation (mm)
Analysis No. E Max D Max X Max Y Max Z Max
Sector 1 0.196 0.221 0.195 0.126 -0.088
Sector 2 0.158 0.234 0.089 -0.233 -0.047
Sector 3 0.236 0.262 -0.127 -0.257 -0.075
Sector 4 0.230 0.258 -0.232 -0.146 -0.100
Sector 5 0.190 0.243 -0.132 0.242 -0.050
Sector 6 0.213 0.266 0.099 0.265 -0.061

Follow the link for images and PDF result files for all the six sectors generated by ANSYS during the analysis. The new results can be observed at kalyan_16_may_08


For Next Week

1. Move the circular Hinge areas to the upstream side on the back plate and compare results with the same environment where the Hinge areas are on the downstream side (Sector 1)

2. Change the Outer Diameter of the carbon rods from 2 inch - 3 inch, keeping the same thickness

5/27/08

1. Sector 1 was analyzed by changing the hinge locations.


The variation in the results was observed to be negligible

Deformation (mm)
Sector 1 E Max D Max X Max Y Max Z Max
Hinges in the down stream side R3 3D viewpoint.jpg 0.196 0.221 0.195 0.126 -0.088
Hinges in the up stream side R3 3D viewpointa.jpg 0.198 0.222 0.192 0.137 -0.088

Follow the link for images and PDF result files. The new results can be observed at kalyan_23_May_08


2. To reduce the max deformation, the diameter of the carbon rods and the thickness were gradually increased and the results were tabulated as follows

Deformation (mm)
Sector 1 E Max D Max X Max Y Max Z Max
3 inch Dia, 0.1 Inch thk Carbon rods 0.141 0.159 0.139 0.091 -0.073
3.5 inch Dia, 0.1 Inch thk Carbon rods 0.117 0.132 0.117 0.075 -0.050
3.5 inch Dia, 0.2 Inch thk Carbon rods 0.106 0.119 0.102 0.162 -0.053
3.5 inch Dia, 0.3 Inch thk Carbon rods 0.097 0.109 0.092 0.054 -0.048

Follow the link for images and PDF result files. The new results can be observed at kalyan_23_May_08_2.1


To further reduce the deformation, a new geometric element "Downstream carbon rod" of the same dimensions like other carbon rods is introduced as shown below

Rear single rod.jpg Then the results were tabulated as follows

Deformation (mm)
Sector 1 E Max D Max X Max Y Max Z Max
3.5 inch Dia, 0.3 Inch thk Carbon rods with 1 rear rod 0.090 0.101 0.087 0.053 -0.042
3.5 inch Dia, 0.5 Inch thk Carbon rods with 1 rear rod 0.084 0.095 0.083 0.047 -0.037

Follow the link for images and PDF result files. The new results can be observed at kalyan_23_May_08_2.2


In the next approach, the thickness of the polyurethane layer in the end plates were increased from 2 inches to 2.5 inches with carbon rods of 3.5 inch diameter and 0.5 inch thk including the single rear carbon rod.


Deformation (mm)
Sector 1 E Max D Max X Max Y Max Z Max
3.5 inch Dia, 0.5 Inch thk Carbon rods with 1 rear rod and 2.5 Inch Polyurethane on end plates 0.080 0.090 0.080 0.045 -0.031

Follow the link for images and PDF result files. The new results can be observed at kalyan_23_May_08_2.3


Meeting on May 23 with Dr. Brian Williams and Kalyan Jinnuri

Tasks for next week

1. The aluminum casing around the end plates are to be modified (increase in size)

2. Triangular plates have to be attached at the corners where the endplate and back plate meet. This area becomes the constraint region.

3. The relative deformation in each end plate has to be less than 50 microns


6/3/08

The aluminum casing width is increased by 30 mm, This increase is made on the upstream side between the aluminum slits and upstream side hole area, Triangular constraint areas were introduced to the geometry and the constraints were applied on them.

Sector 1 is studied under 6 cases of analysis.

  • Case 1: Triangular Constraints are only in the downstream side and only upstream side on the nose plate
  • Case 3: Triangular Constraints are only in the upstream side and only upstream side on the nose plate
  • Case 5: Triangular Constraints are in both upstream and downstream side and only upstream side on the nose plate
  • Case 2, Case 4, Case 6: are with both upstream and downstream side constraints on the nose plate for case 1, 3, 5 respectively


Deformation (mm)
Sector 1 Constraint Left E Max Left Relative E Max Right E Max Right Relative E Max D Max X Max Y Max Z Max
Case 1 Downstream triangle with Upstream on Nose 0.057 0.053 0.061 0.032 0.065 0.053 -0.065 -0.030 R3 3D Reartriangular.png
Case 2 Downstream triangle with both sides on Nose 0.018 0.012 0.038 0.035 0.038 0.038 -0.021 -0.018
case 3 Upstream triangle with Upstream on Nose 0.099 0.093 0.105 0.092 0.135 0.111 -0.110 -0.093 R3 3D fronttriangular.png
case 4 Upstream triangle with both sides on Nose 0.103 0.064 0.117 0.053 0.129 0.109 0.119 -0.090
Case 5 Both side triangles with Upstream on Nose 0.058 0.054 0.065 0.031 0.065 0.051 -0.065 -0.027 R3 3D rearand front traingular.png
Case 6 Both side triangles with both sides on Nose 0.019 0.015 0.034 0.031 0.034 0.034 -0.020 -0.015


For Details, Follow the link for images and PDF result files. The new results can be observed at kalyan_30_May_08


Meeting on May 30 with Dr. Brian Williams and Kalyan Jinnuri

Tasks for next week

1. Double check the connections, refine and proceed to the next sector

2. Mylar sheet calculations in FEA and by hand


6/10/08 Mylar Analysis

As shown below, ANSYS can't perform a calculation of the mylar deflection due to the small thickness to deflection ratio which occurs. If the mylar thickness is increase by a factor of 10 (form 1/1000 of an inch to 1/100), ANSYS would predict a deflection of about 12 mm. Formula do exist for simple geometries such as a square and a circle but not a triangle. A hand calculation for a square which is a factor of 40 smaller in size to R3 predicts 1/1000 inch thick rectangular mylar sheet will deflect about 1 mm and a circle a little less than 1 mm. If you assume the R3 triangle geometry to be similar to a 4 m x 4 m square , the mylar sheet would deflect 17.2 cm referencing manual calculations. The max error observed between manual result and ansys result was -16 percent with other sections and sizes. so expecting the deformation will be between 14.5 cm to 17.2 cm. 14.5 cm being the deflection after considering the error.


Our goal for next week is to produce a rough draft of the Detailed Design report which describes a design (either Case 2 or 6 above) that meets the R3 design goals.

We would like to ask the design to be frozen by July 4 so final production drawings can be completed by 9/22/08.


Introduction

The Mylar sheet on the upstream side of the Region III drift chamber was analyzed in ANSYS for FEA deformations and the results were justified by comparing with manual calculations.

Due to the fact that the Mylar sheet is extremely thin and week for FEA analysis and has complicated geometry to perform manual calculations, the analysis is slightly simplified.

• FEA analysis approach is justified by calculating the percentage error between FEA results and Hand Calculation results for some basic shapes with the actual thickness of 0.0254mm and the young’s modulus of 3800Mpa. A square sheet of 100 x 100 mm and a circular sheet of radius 50mm.

• The thickness of the Mylar sheet is increased from 0.0254mm to 0.254mm. This is done as ANSYS has a acceptable thickness to acceptable deformation ratio, with the specified thickness of 0.0254mm, the deformation is way over the deformation limit and ANSYS cannot handle the problem.

• For Very thin sheets like mylar, Large deflection membrane stiffened analysis is proven to be accurate and the same is otherwise termed as loading with normal and membrane stress approach and is detailed, Please follow the link Deformation with both Normal and Membrane Stress approach

Results

Mylar analysis table1.jpg

6/24/08

After attempting several cases with the upstream constraints, the deformation is at the hole regions and is observed to be about 100 microns for sector 1 in region 3. However, to limit the maximum deformation at the hole regions to 100 microns, several aspects have to be followed.

R3 3D AnsysModel1 06-19-08.png

To obtain these results, these changes were made

• End plate thickness was altered

  • The thickness of right end plate is increased to 3 inches from 2 inches.
  • The aluminum casing around both the end plates and he back plate is 20mm

• Change of Carbon rods

  • 7 carbon rods were used.
  • Carbon rods counted from the bottom; rod 1, 2, 6, 7 are 2 inch outer diameter with 0.1 inch thick. However, rods 3, 4, 5 are 3 inch in diameters and 0.2 inch thick


R3 3D AnsysModel3 06-19-08.png


• The wire orientation of the upstream wires are with a negative slant from left side to the right side

These above mentioned parameters change for every sector to limit the max deformation to 100 microns.


So, another approach to utilize the stiffness of the carbon rods was followed and gave better results

In this approach the carbon rods will be made slightly longer, such that after application of all the loads the effective deformation will be under the limit. To achieve this, a normal force equivalent to some extra length of the carbon rod is applied on the upper edges of the carbon rods which are the opposing forces for the deformation.

R3 3D AnsysModel2 06-19-08.png

For sector 1, after applying 200N, 275N, 250N, 210N, 120N on carbon rods 2, 3, 4, 5, 6 respectively; the deformation dropped to 50 microns from about 130 microns.


The report generated by ANSYS is available: File:06.19.08slice1.pdf


06.19.08slice1 1d.png
06.19.08slice1 1x.png 06.19.08slice1 1y.png 06.19.08slice1 1z.png

Figure: Images of Deflection for Sector 1 in D,X,Y,Z Directions respectively

Now using these loads, which satisfied the deformation condition, those forces are transformed into equivalent linear lengths of the carbon rods. This is done by applying the same loads on just the carbon rods and find the linear deflections. Using ansys, the extra needed lengths of the carbon rods are as follows

R3 3D AnsysModel4 06-19-08.png


Extra length of the carbon Rod(6)

Length of Rod 6 (L)= 3712.72 mm

Applied load on the Rod 6 (P)= 120 N

Cross sectional area of the Carbon rod (A)= 197.6159 Sq.mm

Young's Modulus of Carbon fiber is 1.5 e 5 N/Sq.mm

Hooke's law

Young's Modulus (E)= Stress / Strain

Implies Change in length (dL)

R3 3D AnsysModel5 06-19-08.png


Similarly all the remaining rod lengths are calculated and tabulated below

Rod No. Length (mm), L Applied Load (N), P Stiffness (N/mm), K Deflection by Hand Calc (Micron) Deflection by Ansys, (Micron) Error%
2 1201.07 200 24679.9824 8.2 8.5 3.59%
3 1828.98 275 16207.0588 16.96 17.53 3.25%
4 2457.12 250 12063.8741 20.72 21.21 2.31%
5 3084.82 210 9609.1138 21.85 22.29 1.87%
6 3084.82 120 7984.008 15.03 15.27 1.57%


This extra length of the carbon rod can be achieved precisely by a measured mechanism. 06.19.08 7.png


7/8/08

Sets of Drawings were created for Latifa's presentation [1]

The next task will be to begin writing a report of the studies so far. Send e-mail to get Richard Getz's spec sheet for all the holes in the endplate.

An automated method will be looked for which will mimic what JLAB is using (Mac's Excel spreadsheet contains input parameters which IDEAS used to draw the endplate holes)

The poly foam vendor can't deliver a 5 meter long piece of foam but it can do 2.5 m. We need to see if the stainless steel sheet and aluminum tubing can come in 5 meter lengths. What is the longest length a machine shop can do?

7/15/08

The next task will be to begin writing a report of the studies so far.
Kalyan expects to finish next week but he hasn't put anything in the wiki yet.
Send e-mail to get Richard Getz's spec sheet for all the holes in the endplate.
8 Drawings were received. Some questions remain about why the tolorances are different on several drawings. Kalyan will ask Richard.
An automated method will be looked for which will mimic what JLAB is using (Mac's Excel spreadsheet contains input parameters which IDEAS used to draw the endplate holes).
Autodesk Inventor can do a similar thing. Autodesk can create a 3-D model from an input file. The endplate can then be projected to its tilt angle in the 3-D model. The next step would be to create a 2-D draft from the Autodesk 3-D model. There seems to be a problem getting a 2-D drawing with holes with complete automation. Brian made a few suggestions to try and figure out how to automate the 2-D drawing.

If successful we will generate drawings showing the following steps.. Step 1: generate an endplate with holes in the mid plane. Step 2: project the holes by 6 degrees to the actual location of the endplate.

The poly foam vendor can't deliver a 5 meter long piece of foam but it can do 2.5 m. We need to see if the stainless steel sheet and aluminum tubing can come in 5 meter lengths. What is the longest length a machine shop can do?
Kalyan hasn't had time to look for vendors or machine shop capabilities.

Go back

7/22/08

Still working on report

Met with engineer to see if solid works could automate the production of the end plate wire hole drawings. Illustrating the wire hole projection from the central mid plane to the actual end plate position with tilt is a challenge. The hole distances are no longer equally spaced after the transformation.

Need decision on design. Composite or solid region 3?

The meeting ended with the decision that Kalyan should do drawings for the composite design.

7/30/08

Problems are :

1.) the holes are not circular when projected onto the endplate. Kalyan notices Bob's PDF drawing of the end plate seems to have oval feed through holes as well. Perhaps we both have this same problem. Perhaps it will be acceptable to have drawing with oval holes however the machine shop is told that they are circular when they drill the holes.

2.) Solid Works has problem creating the holes on multiple parts in production drawing mode. Single parts are defined in Solid works and then joined together. After joining together the holes are then defined. The holes are then not visible in the DWG drawing if we have multiple parts in the end plate. An endplate with a single part shows the holes. We will need to do drawing for the end plate with individual parts.

Vendor info:

Only 10 foot stainless steel sections are off the shelf. Custom built 20 foot stainless steel sections may be possible, we will request a quote.

Still no info on the maximum size that can be machined.


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8/12/08

Drawing time estimate. Contract end 9/22/08.


Time Drawing
1 week 6 Carbon Fiber rods
2 weeks Back Plate, Nose Plate, Up and Down stream windows
2 weeks 2 End plate drawings


8/19/08

Stainless Steel vendor gave a non-binding quote of ~$500 for each 20 foot long Stainless Steel sheet.

Haven't resolved hole extruding problem. Holes are always oval. Decision was to make an endplate drawing with alignment holes for aligning the two foam pieces with a single Stainless Steel endplate.

A table of hole locations will be generated which uses one of the alignment holes as a reference point.


How many alignment holes are enough?

Material color Young's modulus N/sq.mm Density kg/cu.mm
Wood pulp/paper Red 10 e3 10e-8
Al 6061 T6 yellow 73.1e3 2.7e-6
Al 6061 green 73.1e3 2.3e-6

9/2/08

1.) table of hole positions from Solid works drawing.

2.) 20 foot long SS pieces

3.) 2 foam pieces , let vendor decide

3.) 2 aligment holes per foam piece located in between superlayers

4.) both SS pieces and one of the foam pieces share a single reference point. The remaining foam pieces will each have a reference point.

A machinist will be consulted to determine the CNC head coverage area in order to determine what area the hole tables should cover.

The ISU CNC machine head can machine 4' x 1' sections some have 2' x 12 ' head spans.

We will also ask if the reference points are appropriate and if a 20 foot SS piece is a problem.

Machinists prefer the reference points to be in the corners of each piece. A single reference point will be placed on each part and an excel spreadsheet containing tables of wire locations will be made for each of the 22 wire planes in each superlayer. The vendor will be responsible for breaking the endplate up into pieces for machining if it is required.

9/7/08

Solid works can the output a file for drilling the hole pattern in an Excel spreadsheet. The hole pattern is defined in solid works at the midplane. Solid works will then project the hole positions to the actual location of the endplate.

An example of the hole drawing is

File:SW R3 HolePatternExampleDrawing.pdf

I do not believe that the dimensions used go generate the hole pattern are consistent with Mac's spreadsheet. We need to confirm that Mac has set the distance between wire planes to 8.6 mm for super layer 5 and 9 mm for super layer 6. The distance between wires in the same plane would be

[math]H=8.6 mm \times 4 \times cos(30) = 29.791 mm=V[/math] for super layer 5

and

[math]9 mm \times 4 \times cos(30) = 31.177 mm[/math] for super layer 6

CLAS12_R3_EndPlate_Holes_ExampleDrillFile.xlsx

Jun20 2008 4.png

9/23/08

Weld or Bolt the Aluminum frame. Does the welding warp the frame? We will use bolts.

What should the close out piece around the Hexcell sheet perimeter look like? An Aluminum angle piece?

SideViewAlFrame2HexcellJoint.jpg


Latest Drawings


Media:RightEndplateFrameDrawingWithReferenceHoles.pdf


Drawing which remain:

1.) Hexcell sheet

2.) Back Plate ( 90%) done

3.) Carbon fiber rods


--- End Report ----

9/30/08

The following are known problem with the drawings below which are being worked on.

  1. hole misalignment ( 5 thousands) between Hexcell backing sheet and tapped holes for mounting bolts. We expect to increase the tolorances to accomodate this difference.



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