混凝土塑性损伤模型
所属分类:其他
开发工具:Fortran
文件大小:4KB
下载次数:8
上传日期:2020-10-28 16:09:12
上 传 者:
哈德斯菲尔德
说明: 混凝土应力应变曲线采用的10规范,损伤因子的计算采用的是sidiroff能量等价原理。初始损伤拉压均取在0.4*屈服强度位置。
(The concrete stress-strain curve adopts the 10 specification, and the damage factor is calculated according to the Sidiroff energy equivalence principle.The initial damage tension and compression were all set at 0.4* yield strength.)
文件列表:
createMaterialConcrete\aba.pyc (3711, 2013-05-29)
createMaterialConcrete\createMaterialConcreteDB.pyc (3138, 2013-05-29)
createMaterialConcrete\createMaterialConcrete_plugin.pyc (3319, 2013-05-29)
createMaterialConcrete (0, 2013-05-29)
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