Basic theory of nonlinear FEM analysis and its realization in ANSYS were studied. Accomplish stability analysis of high arch dam abutment based on nonlinear FEM analysis.

  • 因此对大型结构分析软件ANSYS的三维非线性计算功能进行了深入研究,在此基础上完成了基于非线性有限单元法的高拱坝坝肩稳定计算分析。
  • 来源:互联网摘选更新时间:2025-01-19 23:46:59

  • 重点词汇
  • itspron. (it的所有格形式)它的;厥;
  • arch dam拱坝;
  • FEMabbr.有限元法;有限单元法(Finite Element Method);有限元建模(Finite Element Modeling);改良场效应(Field Effect Modified)
  • based on基于;以……为基础
  • studiedadj.有计划的;故意的;深思熟虑的;精通的;
  • femn.女子;
  • ofprep. 关于;属于…的;由…制成;
  • were be的过去时复数和第二人称单数形式;有时代替 was,用于条件从句、动词 wish 之后等;
  • highadj. 高的;高尚的,崇高的;高音调的;高级的,高等的;
  • nonlinearadj.非线性的;
  • theoryn.学说;理论;观点;猜想;
  • 相关例句
1、

Through finite-element analysis, the result demonstrated that seepage made temperature of arch dam abutment decreased, which induced temperature load reduced.

通过有限元计算,分析了渗流场对瞬态温度场的影响,结果表明渗流使得拱坝拱端区域温度降低,从而使拱坝温度荷载减小。

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2、
3、

Based on dynamic contact force and FEM a new method for analyzing the stability of arch dam abutment is proposed.

本文提出了应用基于动接触力方法的显式有限元技术进行拱坝坝肩抗震稳定分析的新思路,给出了相关公式。

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4、

Numerical analysis of stability for rock mass in arch dam abutment impacted by fault and Simulation of fault treatment

受断层切割影响的拱坝坝肩岩体三维稳定性数值分析及加固措施模拟

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5、

Raise phenomenon of an arch dam abutment judged by 4 geomechanics model tests

从四次地质力学模型试验看一座拱坝的上抬现象

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6、

Manual Excavated Continuous Concrete Wall of the Arch Bridge Abutment Foundation in the Loess Region

工字钢梁混凝土面桥黄土地区拱桥桥台人工开挖地下连续墙基础

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7、

Finite element method analysis for influence of arch dam abutment to bank spillway stressing in operating period

拱坝运行期坝肩变形对岸坡溢洪道受力影响的有限元法分析

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8、

Study on the Stability of High Arch Dam Abutment by Three-dimensional Geomechanical Breakage Model Test

高拱坝坝肩稳定三维地质力学模型破坏试验研究

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9、

Application and Evaluation of "Sub-coefficient Design Method" for Arch Dam Abutment Stability

拱坝拱座稳定分项系数设计法的应用与评价

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10、

The 3-D stability analysis for arch dam abutment

拱座稳定的三维极限分析

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11、

The Geomechanical Model Test on Stability of Arch Dam Abutment under Complex Geological Conditions

复杂地质条件下拱坝坝肩稳定地质力学模型试验研究

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12、

Improved FEM based on dynamic contact force method for analyzing the stability of arch dam abutment

基于动接触力法的拱坝坝肩抗震稳定有限元分析

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13、

Rigid Block Ultimate Equilibrium Multiple Item Coefficients Method for Arch Dam Abutment Stability Analysis

拱坝拱座稳定的刚体极限平衡法的分项系数分析

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14、

The Effect of Karst Cavity on the Stability of Arch Dam Abutment

岩溶洞穴对拱坝坝肩稳定性的影响

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15、

Study on thrust angles of high arch dam abutment during overloading

超载过程中高拱坝坝肩推力角的研究

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16、

The stability analysis of arch dam abutment rock mass include numerical method analysis and model experiment analysis.

拱坝坝肩岩体的稳定分析方法包括数值分析法和模型试验法。

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17、

Analysis on the reliability of the arch dam abutment stability based on stochastic finite element

基于随机有限元的拱坝坝肩稳定可靠度分析

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18、

Study on dynamic stability of arch dam abutment

浅论拱坝坝肩抗震稳定

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19、

Gravity arch dam abutment rock stability and its engineering treatment measurements

重力拱坝坝肩岩体稳定与工程处理对策

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20、

3D numerical simulation on deformation and stability of high arch dam abutment

高拱坝坝肩岩体变形稳定性的三维数值模拟

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