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Mechanics of Materials Lab

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1 Mechanics of Materials Lab
Lecture 21 Failure Criteria and Plasticity Mechanical Behavior of Materials Sec , Jiangyu Li University of Washington 1 Jiangyu Li, University of Washington

2 Jiangyu Li, University of Washington
Failure Mode Ductile: yielding Brittle: Fracture 2 Jiangyu Li, University of Washington

3 Jiangyu Li, University of Washington
Multi-axial Load Figure: 07-01a-d Tension or compression 3 Jiangyu Li, University of Washington

4 Maximum Normal Stress Fracture Criterion
Figure: 07-02a-b 4 Jiangyu Li, University of Washington

5 Maximum Shear Stress Yielding Criterion
Figure: 07-05 5 Jiangyu Li, University of Washington

6 Three-dimensional Stress State
Figure: 07-06a-b 6 Jiangyu Li, University of Washington

7 Octahedral Shear Stress
7 Jiangyu Li, University of Washington

8 Octahedral Shear Stress Criterion
Figure: 07-08 8 Jiangyu Li, University of Washington

9 Three-dimensional Stress State
Figure: 07-09 9 Jiangyu Li, University of Washington

10 Jiangyu Li, University of Washington
Comparison Figure: 07-10 10 Jiangyu Li, University of Washington

11 Jiangyu Li, University of Washington
Example For a stress state of sx=120, sy=-50, sz=200, txy=60 Mpa, and a safety factor of 2.0 again yielding, what is the minimum yield strength by (1) maximum shear stress criterion and (2) octahedral shear stress criterion 11 Jiangyu Li, University of Washington

12 Note the difference when stress have opposite sign
Comparison Figure: 07-11 Note the difference when stress have opposite sign 12 Jiangyu Li, University of Washington

13 Jiangyu Li, University of Washington
Load Factor Design 7. 32 A circular bar must support a axial loading of 200 kN and a torque of 1.5 kN.m. Its yield strength is 260 MPa. What diameter is needed if load factors YP=1.6 and YT=2.5 are required. 13 Jiangyu Li, University of Washington

14 Jiangyu Li, University of Washington
Stress Strain Curve Figure: 12-01a-b 14 Jiangyu Li, University of Washington

15 Jiangyu Li, University of Washington
Cyclic Loading Figure: 12-02 15 Jiangyu Li, University of Washington

16 Elastic-Perfect Plastic and Linear Hardening
Figure: 12-04a-b 16 Jiangyu Li, University of Washington

17 Power Hardening and Ramberg-Osgood Relation
Figure: 12-05a-b 17 Jiangyu Li, University of Washington

18 Rheological Modeling of Nonlinear Hardening
Figure: 12-06 18 Jiangyu Li, University of Washington

19 Jiangyu Li, University of Washington
Assignment Mechanical Behavior of Materials 7.2, 7.6, 7.33, 12.4 19 Jiangyu Li, University of Washington


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