Tensile test of flexible metal hose DN12 mm




Author: P. Dimitrov

Company: Ayvaz N Ltd

Date: 20.05.2011


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




1. Introduction



Summarize the FEM analysis on DN12 Stress Test



2. File Information



Model name: DN12 Stress Test
Study name: COSMOSXpressStudy (-Default-)





3. Materials



No. Part Name Material Mass Volume
1 DN12 Stress Test [SW]AISI 304 0.00148083 kg 1.85104e-007 m^3




4. Load & Restraint Information



Restraint
Restraint1 <DN12 Stress Test> on 2 Face(s) immovable (no translation).
Description:


Load
Load1 <DN12 Stress Test> on 15 Face(s) with Pressure 1.6e+006 N/m^2 along direction normal to selected face
Description:





5. Study Property


Mesh Information
Mesh Type: Solid mesh
Mesher Used: Standard
Automatic Transition: Off
Smooth Surface: On
Jacobian Check: 4 Points
Element Size: 0.5702 mm
Tolerance: 0.02851 mm
Quality: High
Number of elements: 25464
Number of nodes: 50406
Time to complete mesh(hh;mm;ss): 00:00:35
Computer name: PETAR



Solver Information
Quality: High
Solver Type: Automatic









6. Results


6a. Stress



Name Type Min Location Max Location
Plot1 VON: von Mises stress
2.52131e+006 N/m^2
(3156.34 mm,
1870.99 mm,
3.30198 mm)
1.38754e+008 N/m^2
(3149 mm,
1884.01 mm,
-1.52413 mm)



DN12 Stress Test-COSMOSXpressStudy-Stress-Plot1
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6b. Displacement



Name Type Min Location Max Location
Plot2 URES: Resultant displacement
0 mm
(3158.3 mm,
1883.25 mm,
3.00023 mm)
0.0050726 mm
(3145.16 mm,
1884 mm,
-3.43366 mm)



DN12 Stress Test-COSMOSXpressStudy-Displacement-Plot2
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6c. Deformation






DN12 Stress Test-COSMOSXpressStudy-Deformation-Plot3
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6d. Design Check






DN12 Stress Test-COSMOSXpressStudy-Design Check-Plot4
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7. Appendix



Material name: [SW]AISI 304
Description:
Material Source: Used SolidWorks material
Material Library Name:
Material Model Type: Linear Elastic Isotropic

Property Name Value Units
Elastic modulus 1.9e+011 N/m^2
Poisson's ratio 0.29 NA
Mass density 8000 kg/m^3
Yield strength 2.0681e+008 N/m^2








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.