... elastic plastic strain 弹塑性形变 elastic-plastic strain 弹塑性应变 equivalent plastic strain 等效塑性应变 ; 效塑性应变 ...
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elastic plastic strain 弹塑性形变
elastic-plastic strain field 弹塑性应变场
elastic-plastic strain distribution 弹塑性应变分布
elastic and plastic strain 弹塑性应变
elastic-plastic large strain 弹塑性大变形
elastic and plastic strain energy 弹塑性应变能
elastic and plastic strain softening 弹塑性应变软化
elastic-plastic inherent strain method 弹塑性固有应变法
elastic-plastic fem for large strain 大变形弹塑性有限元法
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.
本文用弹塑性大应变问题的等参数有限元分析程序(LEPS程序)，对平板和圆棒试件的颈缩作了较全面的分析。
The total deformation of soils consists of three parts: elastic strain, plastic strain related to volumetric yielding mechanism and plastic strain related to shear yielding mechanism.
土体总的变形由三部分组成：即弹性应变、与体积屈服机制相关的塑性应变和与剪切屈服机制相关的塑性应变。
The elastic range, the plastic range (during which the material flows at a constant stress), the strain-hardening range, and the range during which necking occurs, terminating in fracture.
弹性范围，塑料范围（当材料以不变的应力流动时），应变硬化范围和发生颈缩现象以其断裂终止的范围。
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