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集中弯矩作用下箱梁剪力滞效应的解析解

蔺鹏臻 杨子江 孙理想 冀伟

蔺鹏臻, 杨子江, 孙理想, 冀伟. 集中弯矩作用下箱梁剪力滞效应的解析解[J]. 应用数学和力学, 2014, 35(7): 750-758. doi: 10.3879/j.issn.1000-0887.2014.07.004
引用本文: 蔺鹏臻, 杨子江, 孙理想, 冀伟. 集中弯矩作用下箱梁剪力滞效应的解析解[J]. 应用数学和力学, 2014, 35(7): 750-758. doi: 10.3879/j.issn.1000-0887.2014.07.004
LIN Peng-zhen, YANG Zi-jiang, SUN Li-xiang>, JI Wei. Analytic Method for Shear Lag Effect of Box Girders Under Concentrated Bending Moments[J]. Applied Mathematics and Mechanics, 2014, 35(7): 750-758. doi: 10.3879/j.issn.1000-0887.2014.07.004
Citation: LIN Peng-zhen, YANG Zi-jiang, SUN Li-xiang>, JI Wei. Analytic Method for Shear Lag Effect of Box Girders Under Concentrated Bending Moments[J]. Applied Mathematics and Mechanics, 2014, 35(7): 750-758. doi: 10.3879/j.issn.1000-0887.2014.07.004

集中弯矩作用下箱梁剪力滞效应的解析解

doi: 10.3879/j.issn.1000-0887.2014.07.004
基金项目: 国家自然科学基金(51208242;51368031);甘肃省杰出青年基金(1210RJDA009);中国博士后科学基金(2012M521815);教育部“长江学者和创新团队发展计划”(IRT1139)
详细信息
    作者简介:

    蔺鹏臻(1977—),男,甘肃甘谷人,教授,博士(通讯作者. E-mail: pzhlin@mail.lzjtu.cn)

  • 中图分类号: U441+.5

Analytic Method for Shear Lag Effect of Box Girders Under Concentrated Bending Moments

Funds: The National Natural Science Foundation of China(51208242; 51368031); China Postdoctoral Science Foundation(2012M521815)
  • 摘要: 以承受集中弯矩的简支梁结构为对象,基于能量变分法,获得了剪力滞效应计算的解析解通式.分别对仅跨内承受集中弯矩和单侧梁端承受集中弯矩简支梁,以及两侧梁端承受相反弯矩的纯弯梁,提出了剪力滞效应计算的理论公式,揭示了该类型结构的剪力滞规律.通过简支箱梁算例,研究了3种集中弯矩工况下的剪力滞效应,并和有限元板壳数值解进行对比分析.研究表明,该解析方法可以有效计算简支梁承受集中弯矩时的剪力滞效应.简支梁在集中弯矩作用部位存在较为突出的剪力滞效应.
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出版历程
  • 收稿日期:  2013-09-14
  • 修回日期:  2014-05-16
  • 刊出日期:  2014-07-15

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