کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
9704759 1464188 2005 16 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Dynamic plastic response of a circular plate based on unified strength theory
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی مکانیک
پیش نمایش صفحه اول مقاله
Dynamic plastic response of a circular plate based on unified strength theory
چکیده انگلیسی
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.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: International Journal of Impact Engineering - Volume 31, Issue 1, January 2005, Pages 25-40
نویسندگان
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