Combining the actual project example, non-linear FEM is used for a stability analysis of high slope and a way of judging the slope stability is put forward for reference.
结合工程实例用非线性有限单元法对高边坡进行稳定分析,并提出判断边坡稳定的方法,以供参考。
Ground settlement of roadbed widening project in highway extension construction is analyzed by non-linear FEM numerical calculation.
通过非线性有限元数值计算,分析了高速公路改扩建路基加宽工程中的沉降问题。
In this paper, the research on numerical simulation of punch-forming parameters for automobile frame parts of sheet metal is done by using the non-linear FEM software SHEET-FORMING.
本文以非线性有限元软件包SHEET- FORMING对某汽车落地骨架零件的冲压工艺参数进行数值模拟研究。
Therefore, it needs to establish the buckle to hang the system the non-linear finite element analysis model of cable-stayed system in the FEM of structure.
在进行有限元结构分析时,需要建立扣挂系统的非线性有限元分析模型。
Finally, temperature load caused by large fire was applied as node load to the lattice shell structure and non-linear FEM analysis was performed.
最后,将得到的升温情况分荷载步施加到大跨度网壳结构上,进行结构的非线性有限元分析。
The character of jointed rocks is simulated by non-linear FEM analysis.
通过非线性有限元数值分析,完成了节理岩体力学特性的模拟。
And the forming process of a automobile skeleton part of sheet metal is simulated by using the non-linear FEM software SHEET-FORMING. Some problems in forming process are also analyzed here.
并运用非线性有限元软件包SHEET FORMING对某汽车骨架零件进行冲压数值模拟,分析了可能出现的问题。
A 3-d FEM model was built up, which included a non-linear coupled thermal-mechanical analysis accounting for the temperature dependency of the thermal and mechanical properties of the material.
建立了成形过程的三维非线性热力耦合有限元模型,模型中考虑了材料热物性参数和力学性能参数与温度的相关性。
Work behavior of composite foundation of cemented soil pile is studied by 3D non-linear FEM analysis applying post-peak softening model of cemented soil.
考虑水泥土峰值后软化性能对水泥土桩复合地基性能进行了三维非线性有限元分析。
This paper presents the elastoplastic numerical results of Laxiwa arch dam-foundation system by employing 3D non-linear FEM code, TFINE. Displacements and stresses of the dam were analyzed.
使用大型三维非线性有限元程序(TFINE),对拉西瓦拱坝-地基系统进行了三维弹塑性有限元数值模拟,对该拱坝-地基系统在正常荷载下的位移和应力进行了分析。
This paper presents the elastoplastic numerical results of Laxiwa arch dam-foundation system by employing 3D non-linear FEM code, TFINE. Displacements and stresses of the dam were analyzed.
使用大型三维非线性有限元程序(TFINE),对拉西瓦拱坝-地基系统进行了三维弹塑性有限元数值模拟,对该拱坝-地基系统在正常荷载下的位移和应力进行了分析。
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