Numerical simulation of stone arch bridge considering the influence of out-of-plane tilt - 文章详情页

作者：

Bai, W. (Bai, W..) | Li, Y. (Li, Y..) | Xie, Q. (Xie, Q..)

收录：

Scopus PKU CSCD

摘要：

In　order　to　study　the　influence　of　out-of-plane　tilt　on　the　bearing　capacity　of　stone　arch　bridge,　considering　the　influence　of　out-of-plane　tilt,　a　3-D　finite　element　model　of　the　main　arch　and　superstructure　of　stone　arch　bridge　was　established　by　ANSYS.　The　ultimate　value　of　uniform　live　load　for　bridge　deck　was　calculated　by　Newton-Raphson　Method.　Simultaneously,　the　state　of　stress　and　damage　of　the　main　arch　was　analyzed　in　the　limit　state.　The　influence　of　out-of-plane　tilt　of　the　main　arch　on　deck　carrying　capacity　can　provide　a　theoretical　basis　for　safety　and　damage　assessment　of　this　kind　of　stone　arch　bridge.　©　2016,　Editorial　Department　of　Journal　of　Beijing　University　of　Technology.　All　right　reserved.

关键词：

Bearing capacity; Finite element analysis; Out-of-plane tilt; Stone arch bridge; The main arch

作者机构：

[ 1 ] [Bai, W.]College of Architecture and Engineering, Beijing University of Technology, Beijing, 100124, China
[ 2 ] [Bai, W.]China Electronics Center for Engineering Research Test and Appraisal, Beijing, 100840, China
[ 3 ] [Li, Y.]College of Architecture and Engineering, Beijing University of Technology, Beijing, 100124, China
[ 4 ] [Li, Y.]The Key Laboratory of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing, 100124, China
[ 5 ] [Xie, Q.]China Electronics Center for Engineering Research Test and Appraisal, Beijing, 100840, China

通讯作者信息：

电子邮件地址：

查看成果更多字段

成果类型
所属机构

所有年份指定年份从至