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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 79
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping and C.A. Mota Soares
Paper 67
Comparison of Objective Stress Rates in Single Parameter Strain Cycles A.T.M. Meyers, H. Xiao and O.T. Bruhns
Chair for Structural Mechanics, Faculty of Building Sciences, Ruhr-University Bochum, Germany A.T.M. Meyers, H. Xiao, O.T. Bruhns, "Comparison of Objective Stress Rates in Single Parameter Strain Cycles", in B.H.V. Topping, C.A. Mota Soares, (Editors), "Proceedings of the Seventh International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 67, 2004. doi:10.4203/ccp.79.67
Keywords: elasto-plasticity, strain cycle, objectivity, large deformation.
Summary
Hill [1] demonstrated that
"infinitesimal-displacement theory, used in classical elastoplasticity, may
no longer be valid in elastic-plastic analysis because the convected terms
in the rate of change of the stress acting on material particle may then
not be negligible" (Lee [2]).
From this we may deduce that
Here, we compare several objective Eulerian stress rates of corotational and non-corotational type for the hypoelastic law cited above in closed single parameter strain cycles. It is found that the logarithmic stress rate returns the element to its stress-free original state after the closed cycle, thus confirming the findings in [5]. We show that for some other objective rates the errors are accumulating to considerable amounts after several cycles, even when the deformation in investigation is relatively small. Interestingly, for some stress rates, the error may vanish for specified deformation measures. References
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