Engineering Analysis of the Buried GRP Pipeline using ANSYS
With the development of the computer,the finite element method has been widely used as an effective numerical method for the analysis and design of underground structures,including calculation of stress and strain.This paper demonstrates application of the ANSYS finite element method for stress analysis of an underground pipe structure as an alternative to the traditional method.The results more reasonably reflect the actual situation,providing an improved design procedure,helping avoid pipe wear and breakage.The glassfiber reinforced plastics(GRP) pipeline is analyzed as an example,illustrating the basic finite element method,including modeling,and specification of the boundary conditions and applied loads.The results are generally consistent with that of the traditional method,using the CECS190 standard,based on themaximum long-term vertical deformation.
GRP Finite element method Deformation
Jun Xiao Jianzhong Chen Zhuoqiu Li
Master, School of Science, Wuhan University of Technology; 122 Luoshi Road,Wuhan 430070 Ph.D, School of Science, Wuhan University of Technology; 122 Luoshi Road, Wuhan 430070 Professor, School of Science, Wuhan University of Technology; 122 Luoshi Road, Wuhan 430070
国际会议
北京
英文
825-831
2012-10-14（万方平台首次上网日期，不代表论文的发表时间）