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斜交箱梁的三维实体仿真计算及其静载测试
引用本文:袁庆生,李新平,陈孔亮. 斜交箱梁的三维实体仿真计算及其静载测试[J]. 山西建筑, 2007, 33(9): 88-89
作者姓名:袁庆生  李新平  陈孔亮
作者单位:华南理工大学交通学院,广东,五山,510640
摘    要:结合南盐路跨线桥的计算及静载试验,介绍了斜交箱梁桥在ANSYS中的使用三维实体仿真计算方法,解决了斜交箱梁一般计算方法精度不高的问题,对斜桥计算中用直线梁模型及梁格法模型的计算误差进行了比较,结果表明ANSYS实体模型在建模及计算中较为简便,且精度较高。

关 键 词:斜交箱梁  三维仿真  静载测试
文章编号:1009-6825(2007)09-0088-02
修稿时间:2006-10-30

Three-dimensional simulation calculation of skew box girder and static load test
YUAN Qing-sheng,LI Xin-ping,CHEN Kong-liang. Three-dimensional simulation calculation of skew box girder and static load test[J]. Shanxi Architecture, 2007, 33(9): 88-89
Authors:YUAN Qing-sheng  LI Xin-ping  CHEN Kong-liang
Affiliation:YUAN Qing-sheng LI Xin-ping CHEN Kong-liang
Abstract:Combined with calculation and static test of over-bridge in Nanyan road three-dimensional simulation calculation method of skew box girder in ANSYS is introduced,which resolve the questions of low accuracy of general methods in skew box girder calculation.Calculation error of straight-girder model and grillage analytical method are comparatively analyzed.Results show threedimensional simulation calculation method is simple in model building and calculation with high accuracy.
Keywords:skew box girder  three-dimensional simulation  static load test
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