分析了不同围岩变形模量以及配筋形式等因素对彭水水电站引水隧洞钢筋混凝土衬砌裂缝的影响
) 摘要: 本文采用钢筋混凝土非线性有限元方法
非线性有限元
) Abstract: This paper provides a nonlinear finite element method to analyze the effect, such as different deformation modulus of adjacent rock and form of distributed steel to diversion tunnel reinforced concrete liner of Penshui Hydroelectric Plant, and provide reasonable suggestion of distributed steel
Keywords: diversion tunnel; crack of liner; nonlinear finite element method; deformation modulus 下载PDF阅读器 PDF全文下载: 初稿 ( 332 ) 作者简介: 通信联系人: 【收录情况】 中国科技论文在线: 刘一凡
彭水水电站引水隧洞衬砌非线性有限元计算分析[EB/OL]
北京:中国科技论文在线
衬砌裂缝
变形模量 Liu Yifan * ( hohai university
关键词: 引水隧洞
并提出了合理的配筋建议
总览 评价 刘一凡 * ( 河海大学
[2006-11-01]
http://www
paper
edu
cn/releasepaper/content/200611-12