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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
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Jiangyu Li, University of Washington
Failure Mode Ductile: yielding Brittle: Fracture 2 Jiangyu Li, University of Washington
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Jiangyu Li, University of Washington
Multi-axial Load Figure: 07-01a-d Tension or compression 3 Jiangyu Li, University of Washington
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Maximum Normal Stress Fracture Criterion
Figure: 07-02a-b 4 Jiangyu Li, University of Washington
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Maximum Shear Stress Yielding Criterion
Figure: 07-05 5 Jiangyu Li, University of Washington
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Three-dimensional Stress State
Figure: 07-06a-b 6 Jiangyu Li, University of Washington
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Octahedral Shear Stress
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Octahedral Shear Stress Criterion
Figure: 07-08 8 Jiangyu Li, University of Washington
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Three-dimensional Stress State
Figure: 07-09 9 Jiangyu Li, University of Washington
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Jiangyu Li, University of Washington
Comparison Figure: 07-10 10 Jiangyu Li, University of Washington
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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
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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
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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
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Jiangyu Li, University of Washington
Stress Strain Curve Figure: 12-01a-b 14 Jiangyu Li, University of Washington
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Jiangyu Li, University of Washington
Cyclic Loading Figure: 12-02 15 Jiangyu Li, University of Washington
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Elastic-Perfect Plastic and Linear Hardening
Figure: 12-04a-b 16 Jiangyu Li, University of Washington
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Power Hardening and Ramberg-Osgood Relation
Figure: 12-05a-b 17 Jiangyu Li, University of Washington
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Rheological Modeling of Nonlinear Hardening
Figure: 12-06 18 Jiangyu Li, University of Washington
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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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