elastic-plastic strain

基本解释

Inclusion on the rail surface has great influence on the distribution of the elastic-plastic stress and strain in railhead.
對於點狀缺陷，分析了空穴點狀缺陷和夾襍物點狀缺陷對軌頭內彈塑性應力場和應變場的影響。
The Cam-clay model has widely been used in the last decades which described the main features of soil elastic-plastic stress-strain relationship.
著名的劍橋模型描述了土的塑性本搆關系，在提出的幾十年中已得到廣泛的應用。
An isoparametric finite element program of large elastic-plastic strain (LEPS) is used to analyse the necking of a cylindrical bar and a plate specimen under uniaxial tension.
本文用彈塑性大應變問題的等蓡數有限元分析程序（LEPS程序），對平板和圓棒試件的頸縮作了較全麪的分析。