首页 | 本学科首页   官方微博 | 高级检索  
     

预应力连续箱型桥梁静载有限元分析
引用本文:杨红霞,陈尚和. 预应力连续箱型桥梁静载有限元分析[J]. 测试技术学报, 2004, 18(1): 90-93
作者姓名:杨红霞  陈尚和
作者单位:奥科瑞交通科技公司,北京,100078
摘    要:有限元法是根据变分原理求解物理问题的数值计算方法.SAP93是一个优秀的微机有限元前后处理系统ViziCAD,本文对一预应力连续桥梁运用SAP93进行了有限元分析,并结合该桥实测数据进行了对比分析,分析结果表明实验方案合理,实验数据真实可靠.而且也表明,所采用的有限元计算模型合理,加力位置正确,用有限元方法来分析桥梁的受力性能,其结果准确可靠.

关 键 词:连续箱型桥梁 静载试验 有限元分析 预应力 结构有限元
文章编号:1671-7449(2004)01-0090-04
修稿时间:2003-06-09

Static Load Test and Finite Elment Analysis of Prestressed Continuous Box Girder Bridge
YANG Hong-xia,CHEN Shang-he. Static Load Test and Finite Elment Analysis of Prestressed Continuous Box Girder Bridge[J]. Journal of Test and Measurement Techol, 2004, 18(1): 90-93
Authors:YANG Hong-xia  CHEN Shang-he
Abstract:SAP93 is an excellent ViziCAD processing system. A prestressed continuous box girder bridge is analysed by using finite element method. Through the analysis of test result, it is concluded that the test method is reliable and feasible, the actual force and deformation is less than design value. The results of finite element calculating are in agreement with the test results, which shows the feasible test scheme and the test data.
Keywords:continuous box girder bridge  static load test  finite element analysis
本文献已被 CNKI 维普 万方数据 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