Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 91
12 , critical equivalent plastic strain required to initiate ductile crack depends
largely on the stress triaxiality when the ductile crack nucleates at the specimen
center . Increasing of the stress triaxiality decreases the critical strain ; the critical
...
12 , critical equivalent plastic strain required to initiate ductile crack depends
largely on the stress triaxiality when the ductile crack nucleates at the specimen
center . Increasing of the stress triaxiality decreases the critical strain ; the critical
...
Page 226
When the indentation stress fields satisfy the yield criterion , plastic zone occurs
inside the material and expands to free surface . And , the contact mean pressure
beneath the spherical indenter rapidly increases in this elastic / plastic region .
When the indentation stress fields satisfy the yield criterion , plastic zone occurs
inside the material and expands to free surface . And , the contact mean pressure
beneath the spherical indenter rapidly increases in this elastic / plastic region .
Page 409
The flow rule relates the rate of plastic strain to the history of the stress and strain
and the stress rate . The material is assumed to follow Drucker ' s postulate for a
stable material , giving the following requirement , known as the normality ...
The flow rule relates the rate of plastic strain to the history of the stress and strain
and the stress rate . The material is assumed to follow Drucker ' s postulate for a
stable material , giving the following requirement , known as the normality ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
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analysis applied assessment bending boundary buckling calculated Charpy compared components compressive considered controlled corrosion crack crack initiation critical CTOD curve cycle defects defined deformation derivatives determined developed direction discrete displacement distribution ductile crack dynamic effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks field Figure finite element flexible FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length loading material maximum measured mechanical metal method microstructure node notch observed obtained offshore operation parameters performed phase pipe pipeline plastic plate predicted present pressure prestrained problem procedure range region respectively riser shown shows simulated specimens standard steel strain strength stress structures surface Table technique temperature tensile thickness weight weld yield