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fem相关的网络例句
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Formulation of a bounding surface model was introduced briefly and implemented into FEM software-MARC.

介绍了一个简化的边界面动本构模型及其在通用有限元软件MARC中开发实现的技术。

A modefied egg function has been proposed and used in a bounding surface model. This model has potential value of applicaton since it reflects better actual situation of soil mass under loading. That is: when a stress point is still within the yield surface, the unrccovered plastic deformation would occur as stresses change, and using closed smooth function makes stress modification in the FEM much easier.

文中提出了一个改进蛋形函数,并采用这个函数建立了边界面模型,该模型由于机理上更好地反映了土体受荷时的实际情况,即当应力点在屈服面内时,随着应力状态的改变,仍然可以产生不可恢复的塑性变形,而在计算功能上由于使用了封闭光滑的边界面,不存在角点问题使有限元程序计算显得很方便,从这两个方面看,该模型具有潜在的应用价值。

In the second chapter, this paper analysis the technology and process of the low-voltage circuit breaker FEM simulation.

第一章主要介绍了当今有限元仿真分析技术的情况,回顾了产品仿真技术的产生和发展,着重介绍了国内外低压断路器仿真技术、有限元技术的研究现状和应用情况。

The FEM based 3D buffeting analysis methodology is the most effective approach to the above problems.

基于有限元理论的全三维抖振分析体系是解决全桥分析最为有效的途径。

A structure analysis program for FEM is worked out to analyzing linear and nonlinear buffeting behavior in time domain.

为了方便对实际桥梁进行线性和非线性时域抖振分析,作者还编制了大型有限元结构计算程序。

BUnder the condition of three different field surface treatments-one no till,one completedeep loosening,one strip trenching,the discrepancy by total amount of accumulative infiltration byboth field test and FEM methods during 630 min was less than 10%.

而粘壤土三角形松土断面最佳参数为:松土间距s=60cm,松土深度h=10cm,松土宽度w=10。此时,当量松土深度为1.67cm,100min的入渗量为29.35mm,比相同土壤的免耕处理田面的入渗量增加了19.8%,松土效率为每增加1cm的当量松土深度,入渗量增加11.9

The sensitivity analysis which is based on the calculus of variations is used in the shape optimization. The design velocity field is solved by Herrmann method. An example shows that both the quality of the FEM mesh and the efficiency of the computing of the design velocity field are improved by Herrmann method.

算例表明优化过程中采用Herrmann网格均匀化法求解设计速度场,可以提高优化过程中网格的质量,速度场的求解效率也得到极大的提高从而优化的效果和效率都有明显提高。

It reveals that stability estimated by catastrophe theory is agree with the FEM result.

结果表明:突变理论的稳定性判别与有限元稳定计算结果是吻合的。

2In view of the shortcoming of current analytical calculation method in solving inclined hanger cable suspension bridge,improved segmental catenary curve was put forward and nonlinear formulation group to fix on configuration of main cable of inclined hanger cable suspension bridge was deducd.Further more,a more efficient and simple FEM calculation method was obtained through establishing parameter calculation model and dynamic forecast.

2针对现有的计算悬索桥成桥主缆线形的解析计算方法在计算斜吊杆悬索桥方面存在的缺陷,提出了改进的分段悬链线计算方法,并导出了确定斜吊杆悬索桥主缆成桥线形的非线性方程组;然后针对原有的非线性有限元法计算复杂、计算效率低下的问题,采用基于ANSYS的APDL语言通过建立参数化的计算模型,并利用动态预测的方法总结出了一种效率高、操作简单的有限元计算方法。

On the basis of previous study, the FEM centrifuge loading method was improved.

并在前人研究的基础上,改进了有限元离心加载计算边坡稳定性的方法。

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