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埋藏式钢筋混凝土岔管的有限元计算范围
引用本文:田斌,刘启钊,危文爽.埋藏式钢筋混凝土岔管的有限元计算范围[J].三峡大学学报(自然科学版),1997(4).
作者姓名:田斌  刘启钊  危文爽
作者单位:武汉水利电力大学(宜昌)建筑工程系!443002,河海大学
摘    要:采用有限元法研究了埋藏式钢筋混凝土岔管的计算范围。研究中认为混凝土衬砌及围岩是线弹性体,并考虑了围岩不同弹性模量对计算范围的影响。算例给出了埋藏式钢筋混凝土岔管关键部位的应力受相关因素影响的情况。最后通过综合分析得出了埋藏式钢筋混凝土岔管的有限元计算范围值。

关 键 词:衬砌  埋藏式钢筋混凝土岔管  计算范围  有限元  环向应力  弹性模量  围岩

Discussion About FEM Calculation Range of Underground Concrete Lined Bifurcated Pipes
Tian Bin, Liu Qizhao, Wei Wenshuang.Discussion About FEM Calculation Range of Underground Concrete Lined Bifurcated Pipes[J].Journal of China Three Gorges University(Natural Sciences),1997(4).
Authors:Tian Bin  Liu Qizhao  Wei Wenshuang
Institution:Tian Bin; Liu Qizhao; Wei Wenshuang (Dept. of Architectural Engineering) (Hohai University ) (Scientifc Research Office )
Abstract:FEM is used to study the calculation range of the underground concrete.lined bifurcated pipes.The elements of the concrete lining and the surrounding rock are assumed to be linear elastic,and the influence on calculation range of different elastic modulus of the surrounding rock is considetal. Influence on stresses at the key locations of the bifurcated pipes by correlation factors are given.And the value of the calculation range of the underground concrete lined bifurcated pipes is obtained.
Keywords:lining  underground concrete lined bifurcated pipe  calculation range  FEM  circumferential stress  elastic modulus  surrounding rock
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