（修正）剑桥模型排水条件下应力应变曲线作图全过程，有源程序-(Amendment) Cambridge model drainage conditions, the stress-strain curve plotted the whole process, the source code

abaqus二次开发vumat子程序，适用于三维梁单元的弹塑性本构模型，采用Kent-Park受压应力应变全程曲线-abaqus secondary development vumat routine for three-dimensional beam element constitutive model, using the Kent-Park compressive stress-strain curve of the whole

为了分析材料的热加工性能，需要用到三次样条函数对应力应变速率曲线进行插值，从而计算应变速率敏感指数

根据混凝土结构设计规范GB_50010 2010版混凝土应力应变关系曲线得出的abaqus输入参数(The abaqus input parameters derived from the concrete stress-strain relationship curve according to the concrete structure design code GB_50010 2010 edition)