首页 | 本学科首页   官方微博 | 高级检索  
     检索      


A novel nonlinear solution for the polygon scaled boundary finite element method and its application to geotechnical structures
Institution:1. The State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China;2. School of Hydraulic Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China;1. The State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China;2. School of Hydraulic Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China
Abstract:The polygon scaled boundary finite element method is semi-analytical and known for its high precision. However, the material nonlinearity cannot be maintained because this method uses an analytical solution in the radial direction. In this paper, a novel nonlinear algorithm is developed by introducing internal Gaussian points over a subdomain. The response of nonlinearity for a concrete-faced rockfill dam is modeled. The results correspond well with the results from finite element modelling, which demonstrates the method can be used to describe the nonlinear characteristics of geomaterials. Furthermore, this method offers promising flexibility for analyzing complex geometries without decreasing the precision.
Keywords:Polygon element  Elasto-plastic  Scaled boundary finite element  Finite element method
本文献已被 ScienceDirect 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号