搜索资源列表
Structure
- 关于结构体编程的实例，计算最大应力点，屈服强度等-About the structure of programming examples
PLASTIC
- 用于计算单自由度弹塑性时程,通过弹性计算的屈服位移带入弹塑性时程，求单自由度弹塑性时程-Used to calculate the single degree of freedom nonlinear time history
ohno(oringe)
- 康国政基于ow-af模型，采用Mises屈服准则针对ABAQUS本构模型进行二次开发，子程序类型为UMAT。可以计算3D/轴对称实体和平面应变单元。-Fully implicit integration of the combined ow-af model for 3d/axisymmetric soild and plane strain element.
frame_with_cutout
- 一个中心有切口的薄壁构件进行随机加载，尽管应力远远低于材料的屈服值，它仍然有可能会因为疲劳产生破坏。经过长时间加载后的破坏分析。使用 Rainflow 计数算法来定义了载荷情况，Palmgren-Miner 线性破坏模型计算破坏。-A center with a cut of the thin-walled member for random loading, although the stress is much lower than the yield value of the materi
ROmodel
- 用于r-o本构模型的计算，可以计算没有屈服平台的金属(R-O constitutive model calculation)
线性插值
- 采用能量等值法计算骨架曲线的屈服荷载及位移等(Calculating yield load and displacement of skeleton curve by energy equivalent method)
混凝土塑性损伤模型
- 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 co