Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
9704759 | International Journal of Impact Engineering | 2005 | 16 Pages |
Abstract
The solutions based on the Tresca, the von Mises, the Mohr-Coulomb theory, and the twin-shear strength theory, as well as the unified yield criterion, are all the special cases of the unified solutions. The influences of the coefficient of failure criteria, b, and tension-compression strength ratio, α, on the dynamic and static solutions, are investigated. It is shown that the effects of different strengths in tension and compression and yield criteria on the dynamic load-carrying capacity are greater than in the static plastic limit state.
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Physical Sciences and Engineering
Engineering
Mechanical Engineering
Authors
Yan-bin Wang, Mao-hong Yu, Yun Xiao, Lin-sheng Li,