elastic-plastic strain

基本解釋

Inclusion on the rail surface has great influence on the distribution of the elastic-plastic stress and strain in railhead.
對(duì)於點(diǎn)狀缺陷，分析了空穴點(diǎn)狀缺陷和夾襍物點(diǎn)狀缺陷對(duì)軌頭內(nèi)彈塑性應(yīng)力場(chǎng)和應(yīng)變場(chǎng)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(guān)系，在提出的幾十年中已得到廣泛的應(yīng)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(yīng)變問題的等蓡數(shù)有限元分析程序（LEPS程序），對(duì)平板和圓棒試件的頸縮作了較全麪的分析。