节点文献

箱梁剪滞效应分析样条有限点法

Spline finite point method for shear lag analysis of box girder

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 王继兵周德源秦荣

【Author】 WANG Ji-bing1,ZHOU De-yuan1,QIN Rong2 (1.College of Civil Engineering,Tongji University,Shanghai 200092,China;2.College of Civil Engineering and Architecture,Guangxi University,Nanning 530004,China)

【机构】 同济大学土木工程学院广西大学土木建筑工程学院

【摘要】 为了研究箱梁剪滞效应,以能量变分法为基础提出一种箱梁剪滞效应分析的样条有限点法.对箱梁底板、顶板及悬臂板分设不同的纵向位移差函数,采用二次抛物线作为箱梁翼缘板纵向位移沿梁宽的分布函数,导出相应广义刚度矩阵和广义荷载列阵.分析了简支梁在均布荷载和跨中集中荷载条件下的剪力滞效应,与相应的试验结果和有限元数值模拟结果对比,验证了该方法的有效性和可靠性.

【Abstract】 In order to study the shear lag effect of box girder,a spline finite point method for analyzing the shear lag effect of box girder was proposed based on energy variational principle.Three longitudinal displacement differential functions were assumed for the top,bottom and cantilever plates of box girder.With adopting the quadratic parabola as the distribution function of longitudinal displacement along girder width,the generalized stiffness matrix and load vector were deduced.The shear lag effect of a simply supported beam under uniformly distributed load and concentrated load was analyzed.The results calculated by finite element method were compared with the experimental results.The validity and reliability of the proposed method get proved.

【基金】 国家自然科学基金资助项目(50538050)
  • 【文献出处】 沈阳工业大学学报 ,Journal of Shenyang University of Technology , 编辑部邮箱 ,2010年05期
  • 【分类号】U441.5
  • 【被引频次】7
  • 【下载频次】80
节点文献中: 

本文链接的文献网络图示:

本文的引文网络