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基于涵长向的涵顶受力分析

Analysis on Earth Pressure on Top of Culvert along Lengthwise Orientation

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【作者】 周世生孙文龙李文华肖倩

【Author】 ZHOU Shisheng1,2,SUN Wenlong2,LI Wenhua3,XIAO Qian1(1.Research Institute of Highway,Ministry of Transport,Beijing 100088,China;2.Beijing Road and Bridge Construction Group Co.,Ltd.,Beijing 100068,China;3.Changchun Institute of Technology,Changchun Jilin 130021,China)

【机构】 交通运输部公路科学研究院北京市公路桥梁建设集团有限公司长春工程学院

【摘要】 通过对涵洞顶面所受土体荷载的综合研究分析,得到符合涵洞顶面的实际受力情况、适合涵洞结构优化设计的土压力计算理论。首先对涵洞顶面所受土体荷载进行假定,然后对涵洞顶面荷载单元体进行简化分析,运用数学微积分手段进行理论推导,以得到涵洞纵向上涵顶不同位置的土压力计算公式,并且运用BAQUS有限元软件对该理论进行验证。通过对比分析传统的土柱计算理论与有限元模拟,证明此计算理论更加符合涵洞顶面的实际受力情况,运用此理论对涵洞结构尺寸进行优化,可以降低工程造价。

【Abstract】 According to the comprehensive research and analysis about the soil load on culvert top,the calculation method of earth pressure which reflects the actual stress on culvert top and suitable for optimal design of culvert was obtained.At first,the soil load on culvert top was assumed,and the calculation formula of earth pressure at different positions on top of culvert was deducted by using simplified analysis of load element of culvert top and theory of calculus.Then,the calculation method was verified by using BAQUS finite element software.Compared with traditional earth column calculation theory and finite element simulation,it shows that this calculation theory is more tally with the actual situation of the pressure on the top of culvert.The project cost could be reduced by using this theory to optimize the structure sizes of culvert.

【基金】 吉林省交通科技项目[2008-18];吉林省教育科技项目[2009-96]
  • 【文献出处】 公路交通科技 ,Journal of Highway and Transportation Research and Development , 编辑部邮箱 ,2010年08期
  • 【分类号】U449
  • 【被引频次】1
  • 【下载频次】57
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