1) finite element programming
有限元程序设计
1.
Obiect-Oriented Programming is more structured,more easily to be written,more easily to be maitained,expanded and more resuable compared with the traditional Finite Element Programming.
本文介绍了面向对象的有限元程序设计,与传统的有限元程序相比,面向对象有限元程序更加结构化、更易于编写、维护和扩充,程序代码的可重用成分更大,它为开发大型有限元分析软件提供了一条新途径。
3) FEM program
有限元程序
1.
The main program is elastoplastic nonlinear FEM program,and the pre processors and post processors are developed.
针对球形容器液压胀形工艺的特殊要求开发了专用的微机版计算机模拟系统 ,主程序采用弹塑性非线性有限元程序 ,专门开发了前后处理程序 。
2.
With the help of the international widely-used FEM program ANSYS, the paper adopts the Direct Strength Method (DSM) to calculate the local structure strength of a large semi- submergible deck barge (Zhongren 1602) whose carrying capacity is15000 tons with 4 super large caisson on it.
以一艘载重15 000 t的大型半潜式甲板驳船(重任1602)装载4个超大型沉箱为例,采用直接计算法,利用国际上相关成熟的有限元程序(Ansys),进行局部结构强度计算,并对计算结果进行了分析和评估,提出了操作和结构加强建议。
3.
With the help of the international widely-used FEM program ANSYS, the paper adopts the Direct Strength Method(DSM) to calculate the local structure strength of a large semi submergible deck barge (Zhongren 1602) whose carrying capacity is15OOO tons with 4 super large caisson on it.
本文以一艘载重15000吨的大型半潜式甲板驳船(“重任1602”)装载4个超大型沉箱为例,采用直接计算法,利用国际上相关成熟的有限元程序(Ansys),进行局部结构强度计算,并对计算结果进行了分析和评估,提出了操作和结构加强建议。
4) finite element program
有限元程序
1.
Several problems in plane frame geometric non-linear finite element program;
平面杆系几何非线性有限元程序中的几个问题
2.
Temperature field of box pier is simulated with the finite element program ANSYS.
采用有限元程序ANSYS对箱墩温度场进行了数值模拟分析,其理论计算结果与实测值吻合较好,从而证明了用ANSYS模拟温度场的可行性。
3.
A finite element program was worked out to solve the static intensity calculation problem of composite s.
为了合理处理列车车体结构分析中典型的板梁偏心连接问题,分别基于罚单元法和La-grange乘子法构造了板梁组合结构模型,将组合结构中相关节点对之间通过偏心关系建立的约束方程引入到平衡方程中,解决了梁单元因偏心连接而对组合结构总体刚度矩阵的贡献问题,并编制了求解板梁组合结构静强度计算问题的有限元程序。
5) finite element analysis
有限元程序
1.
Simulation of the tensioning process of a large post-tension construction member was conducted with finite element analysis program.
采用有限元程序对某大型后张法预应力构件的张拉过程进行了仿真模拟。
2.
This thesis is developed by elasto-plastic method to analyze typical shell plate by Finite Element Analysis(FEA), to compare with the results from linear elastic method.
本文通过引入弹塑性理论,利用有限元程序对三种典型板壳结构进行弹塑性分析,并与弹性分析的结果进行比较,引用新的强度评判的可接受准则,解决了桩基式导管架的典型板壳结构强度设计中的难点。
3.
Simulation of the tensioning process of a large post-tension construction member was conducted with finite element analysis program.
采用有限元程序对某大型后张法预应力构件的张拉过程进行了仿真模拟。
6) finite element computer program
有限元计算机程序
补充资料：面向
1.面对;朝向。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条