苏志业, 张少钦. 基于ANSYS的重力式挡土墙断面优化设计[J]. 南昌航空大学学报(自然科学版), 2010, 24(4): 79-84.
引用本文: 苏志业, 张少钦. 基于ANSYS的重力式挡土墙断面优化设计[J]. 南昌航空大学学报(自然科学版), 2010, 24(4): 79-84.
SU Zhi-ye, ZHANG Shao-qin. Cross-section Optimal Design of Gravity Retaining Wall Based on ANSYS[J]. Journal of nanchang hangkong university(Natural science edition), 2010, 24(4): 79-84.
Citation: SU Zhi-ye, ZHANG Shao-qin. Cross-section Optimal Design of Gravity Retaining Wall Based on ANSYS[J]. Journal of nanchang hangkong university(Natural science edition), 2010, 24(4): 79-84.

基于ANSYS的重力式挡土墙断面优化设计

Cross-section Optimal Design of Gravity Retaining Wall Based on ANSYS

  • 摘要: 文章依据重力式挡土墙断面的几何特性建立优化设计的数学模型,再利用有限元软件ANSYS实现对墙断面的优化设计,并结合工程实例给予验证,通过所得最优解与基于Matlab编程优化结果的比较,断面积更为经济合理,同时也体现了ANSYS优化设计模块在挡土墙岩土工程优化设计上的可行性与优越性,为其它类似岩土或结构工程优化提供了新的思路和方法.

     

    Abstract: This paper based on the Gravity Retaining Wall sections of geometric characteristics to established mathematical model for optimal design,and then used finite element software ANSYS to realize the Cross-section optimal design of retaining wall,What's more,it cited engineering examples to prove this method.The comparisou of the optimal solution with the previous results basedon Matlab programming shows that the results are more inexpensive and reasonable.It also demonstrated that the ANSYS optimization design module has more feasibility and superiority in the geotechnical engineering optimal design,this method could provide new ideas for other similar geotechnical or structure engineering optimization.

     

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