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鸭池河水电站压力钢管外压稳定性设计
引用本文:马文亮,米晓,刘东常,谢巍. 鸭池河水电站压力钢管外压稳定性设计[J]. 水力发电, 2006, 32(10): 53-55
作者姓名:马文亮  米晓  刘东常  谢巍
作者单位:华北水利水电学院土木与交通学院,河南,郑州,4500011;华北水利水电学院环境与市政工程学院,河南,郑州,4500011
摘    要:采用解析法和半解析有限元法分别对鸭池河水电站埋藏式加劲压力钢管进行外压稳定性计算。在计算分析过程中,考虑了初始缺陷因素对埋藏式加劲压力钢管抗外压稳定性的影响,使得计算结果更加接近于工程实际;从而为埋藏式加劲压力钢管的外压稳定性计算提出了一种更加行之有效的方法。

关 键 词:压力钢管  初始缺陷  稳定性计算  鸭池河水电站
文章编号:0559-9342(2006)10-0053-03
收稿时间:2006-03-13
修稿时间:2006-03-13

External Pressure Stability Design of Underground Stiffened Penstock in Yachi River Hydropower Station
Ma Wenliang,Mi Xiao,Liu Dongchang,Xie Wei. External Pressure Stability Design of Underground Stiffened Penstock in Yachi River Hydropower Station[J]. Water Power, 2006, 32(10): 53-55
Authors:Ma Wenliang  Mi Xiao  Liu Dongchang  Xie Wei
Affiliation:1. School of Civil Engineering And Communication North China University of Water Conservancy and Electric Power, Zhengzhou Henan 450011; 2. Institute of Environmentcll Municipal Engieering North China University of Water Conservancy and Electric Power, Zhengzhou Henan 450011
Abstract:This paper applies analytical and semi-analytica finite element methords separately,and calculates external pressure stability of underground stiffened penstock in Yachi river hydropower station.During calculating and analysing,the effects that incipient defect factor makes on underground stiffened penstock's stability under external pressure are considered,which make the results in close proximity to engineering.This paper provides an efficient method for calculating underground stiffened penstock stability under external pressure.
Keywords:penstock  incipient defect  external pressure stability calculation  Yachi River Hydropower Station
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