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(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
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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
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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)
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