Vise Holder

Author: Geoffrey Burke

Company: 3rd Coast Products

Date: March 5 2004

  1. Introduction
  2. File Information
  3. Materials
  4. Load Information
  5. Study Property
  6. Stress Results
  7. Deformation Results
  8. Design Check Results
  9. Appendix

Vise Assembly Vise animation Study


1. Introduction



Summarize the FEM analysis on HOLDER


2. File Information


eDrawing Plugin
Flashlight Assembly Model eDrawing: Vise Assembly
Model name: Vise
Deformation Model eDrawing Holder Deformation
FOS Model eDrawing Holder Failure Analysis
Stress Study eDrawing COSMOSXpressStudy

3. Materials



No. Part Name Material Mass Volume
1 HOLDER 6061 Alloy 0.0935944 kg 3.46646e-005 m^3

4. Load Information



Restraint
Restraint1 <HOLDER> on 1 Face(s) immovable (no translation).
Description:


Load
Load1 <HOLDER> on 1 Face(s) apply normal force 150 lb using uniform distribution
Description:

5. Study Property



Mesh Information
Mesh Type Solid mesh
Mesher Used: Standard
Automatic Transition: Off
Include Mesh Controls: Off
Smooth Surface: On
Jacobian Check: 4 Points
Element Size: 3.2617 mm
Tolerance: 0.16309 mm
Quality: High
Number of elements: 6773
Number of nodes: 11753



Solver Information
Quality: High
Solver Type: FFE

6. Stress Results



Name Type Min Location Max Location
Plot1 VON: von Mises stress
632.813 N/m^2
(0.0141381 m,
-0.000199999 m,
0 m)
1.20827e+008 N/m^2
(0.0269786 m,
0.00299962 m,
-0.045 m)



HOLDER-COSMOSXpressStudy-Stress-Plot1
JPEG
VIEW

7. Deformation Results



Plot No. Scale Factor
1 26.384



HOLDER-COSMOSXpressStudy-Deformation-Plot2
JPEG
VIEW

8. Design Check Results



HOLDER-COSMOSXpressStudy-Design Check-Plot3
JPEG
VIEW

9. Appendix



Material name: 6061 Alloy
Description:
Material Source Library files
Material Library Name Coswkmat.Lib
Material Model Type Linear Elastic Isotropic
Unit system: SI

Property Name Value
Elastic modulus 6.9e+010 N/m^2
Poisson's ratio 0.33
Yield strength 5.5149e+007 N/m^2
Mass density 2700 kg/m^3


Note:

COSMOSXpress design analysis results are based on linear static analysis and the material is assumed isotropic. Linear static analysis assumes that: 1) the material behavior is linear complying with Hooke’s law, 2) induced displacements are adequately small to ignore changes in stiffness due to loading, and 3) loads are applied slowly in order to ignore dynamic effects.

Do not base your design decisions solely on the data presented in this report. Use this information in conjunction with experimental data and practical experience. Field testing is mandatory to validate your final design. COSMOSXpress helps you reduce your time-to-market by reducing but not eliminating field tests.