• The finite element program MSC.

    接着利用有限元软件MSC。

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  • It is difficult to solve the contact problem by usual finite element program.

    直接应用通常的有限单元程序来解接触问题会遇到数值困难。

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  • Partial buckling of hoist boom is analyzed with ANSYS finite element program.

    采用ANSYS有限元程序分析起重臂的局部屈曲。

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  • The dynamic finite element program of bonded prestressed concrete beams was designed.

    本文对有粘结预应力混凝土简支梁进行动力有限元程序设计。

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  • A finite element program designed for the stress analysis of ribbed shells is presented.

    我们编制了用于肋壳结构分析的有限元程序。

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  • To get numerical results, the general finite element program-ANSYS was employed to simulate model.

    然后采用通用的有限元程序ANSYS模拟模型得到其数值解。

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  • A seepage finite element program was developed based on seepage FEM and imaginary elements fixed mesh method.

    基于渗流有限元理论和虚单元固定网格法,编制了堤内压盖渗流有限元程序。

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  • SJ MEPLA is a finite element program specially developed to perform static and dynamic calculations of glass structures.

    SJMEPLA是专门开发的执行玻璃结构的静态和动态计算的有限元程序。

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  • The method has a very wide field of application, and is easily implemented in displacement-based finite element program.

    此方法有十分广泛的用途,并易于在位移法有限元程序中实现。

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  • These tests have also been analyzed by using a variety of design methods and a commercial finite element program ABAQUS (1998).

    应用一系列的设计方法和商业化的有限元软件ABAQUS(1998)对试验进行了分析。

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  • A finite element program CCGC-1 is compiled to simulate the creep crack growth rate in materials working at elevated temperature.

    编制了有限元程序CCGC - 1以模拟计算高温材料蠕变裂纹的扩展。

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  • The structure-liquid coupling vibration problem can be solved automatically by the auto-generating liquid finite element program.

    编制了流体有限元自动生成程序,使得流固耦合问题从建立模型到分析能够利用计算机自动实现。

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  • Nonlinear finite element models by incorporating geometric and material nonlinearities were developed using finite element program ANSYS.

    首先利用ANSYS程序建立了构件的非线性有限元模型,模型中包含了几何和材料双重非线性。

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  • Taking a through bridge with rigid suspender and tie-arch for example, the space stability is analyzed by means of finite element program.

    以某下承式刚性吊杆系杆拱桥为实例,利用空间有限元程序对其空间稳定性进行分析。

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  • This paper applies nonlinear finite element program BSNFEM to analyze the behaviors of eccentrically braced steel frames under cyclic load.

    应用BSNFEM非线性有限元程序对偏心支撑钢框架进行了循环加载分析。

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  • The finite element program generated by this method is utilized for calculating the three dimensional magnetic field distribution of a model.

    利用该方法生成的有限元程序计算了一个三维模型的磁场分布。

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  • The overall stability tests of monosymmetric I-shaped overhanging beams and two-span continuous beams are simulated by finite element program ANSYS.

    利用ANSYS有限元程序对单轴对称工字形单伸臂梁和双跨连续梁整体稳定试验进行了有限元模拟。

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  • The equivalent age method is extended successfully to the concrete cracking control in structures through the use of the finite element program ANSYS.

    与有限元软件一起使用,等效龄期方法还可以运用于混凝土结构的温度裂缝预测与控制中;

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  • This method only needs several workings deflections. And then we can assess the bearing capacity of arch bridge on the basis of the finite element program.

    本方法只需要取得不同荷载工况下若干点的的挠度值,就可以利用有限元程序对拱桥的承载力作出评定。

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  • The result of equivalent section method was less than the results from the finite element program, which demonstrates the former was a conservative approach.

    在极限承载力计算中,将有限元法和等效截面法进行了对比,发现等效截面法计算出的结果偏小,说明这是一种较为保守的方法。

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  • Discussed the CGM based on finite element program generator (FEPG), the laser welding problems is simulated on it, and reached some ideal simulation results.

    讨论组合网格法(CGM)在有限元程序自动生成系统平台(FEPG)上的具体实现,并对激光焊接问题进行数值模拟,取得了理想的仿真结果。

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  • A modification method based on the combined universal finite element program and mathematic software for finite element model of long span bridge is proposed.

    提出一种通用有限元程序和数学软件相结合的大跨度桥梁有限元模型修正方法。

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  • Based on continuum theory, the vibration of pipeline in LPG filling stations has been analyzed by using the finite element program (SAP5) of structure analysis.

    应用连续体振动理论和SAP5结构分析有限元程序,分析了液化石油气充瓶站管线振动问题。

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  • Using general finite element program ANSYS, we simulate a dynamical evolution process of the lithosphere of west Liaoning, northeast China in the late Mesozoic.

    利用大型通用有限元分析软件ANSYS简单模拟辽西地区中生代末期岩石圈动力学演化过程。

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  • A finite element program of wall beam structure under elastoplasticity condition is compiled based on the plastic theory and used to test some practical samples.

    并基于塑性理论,编制了“墙梁结构弹塑性有限元法计算程序”,对一些算例进行了验算,得到较好的结果。

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  • Using general-purpose finite element program ANSYS, a three-dimensional finite element model of interaction between raft foundation and groundwork soil is established.

    结合大型有限元软件ANSYS,建立了筏形基础地基相互作用体系的全三维有限元模型。

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  • Further more, this paper analyzed the wall's stress distributing state by the finite element program, it provides a reference for concept design in the practical engineering.

    另外,本文借助有限元程序分析了墙体的应力分布状态,这为实际工程中的概念设计提供一定的参考。

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  • An isoparametric finite element program of large elastic-plastic strain (LEPS) is used to analyse the necking of a cylindrical bar and a plate specimen under uniaxial tension.

    本文用弹塑性大应变问题的等参数有限元分析程序(LEPS程序),对平板和圆棒试件的颈缩作了较全面的分析。

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  • With the nonlinear finite element program, the whole stability of the single-layer elliptic rotary shell is analyzed; and the joint design of the reticulated shell is introduced.

    应用非线性有限元程序对单层椭圆旋转壳进行了整体稳定分析,并介绍了网壳的节点设计情况。

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  • With the nonlinear finite element program, the whole stability of the single-layer elliptic rotary shell is analyzed; and the joint design of the reticulated shell is introduced.

    应用非线性有限元程序对单层椭圆旋转壳进行了整体稳定分析,并介绍了网壳的节点设计情况。

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