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圆形坝下涵管结构内力与变位计算及抗裂验算解析法
引用本文:蔡勇斌,刘女英,蔡勇平,蔡晓鸿.圆形坝下涵管结构内力与变位计算及抗裂验算解析法[J].大坝与安全,2010(6):5-8,20.
作者姓名:蔡勇斌  刘女英  蔡勇平  蔡晓鸿
作者单位:[1]江西省吉安市水利局,江西吉安343000 [2]江西省吉安市水利水电规划设计院,江西吉安343000
摘    要:通过建立弹性圆弧曲梁在荷载作用下的控制微分方程,给出了圆形坝下涵管结构内力与变位计算及抗裂验算的解析法,计算公式简洁,具有工程实用价值。

关 键 词:坝下涵管  弹性地基曲梁  内力与变位

Calculation of structure inner force and deformation and check of crack resistance of circular embedded pipe below dam
Institution:CAI Yong-bin, LIU Nv-ying, CAI Yong-ping and et al.// Ji'an Municipal Water Conservancy Bureau of Jiangxi Province
Abstract:A differential equation of elastic curved beam under loads was derived, and an analytic method for structure inner force and its deformation as well as a check computation method of crack resistance for circular embedded culvert pipe below dam were also obtained. The method is pithy and practicable.
Keywords:embedded pipe below dam  curved beam in elastic foundation  inner force and deformation
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