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压力钢管联合受力多层环模型及算法
引用本文:符志远. 压力钢管联合受力多层环模型及算法[J]. 人民长江, 1995, 26(5): 1-9
作者姓名:符志远
作者单位:长江水利委员会设计院枢纽处
摘    要:根据当前压力钢管联合受力的发展趋势和现有算法情况,从理论和和实用上提出了力钢管联合受力钢管联合受力多层环计算模型及相应计算方法,适于编成通或专用程序电算,为便于了解,还以俄国萨扬舒申斯克水电站压力管道为例,示出各步序手算结果,经与前苏联水工研究院高尔登各向异性层环模型有限元算法和我国水利电力科学院的三层环分析算法作同例结果比较,表明文中提出的方法计算精度较高,便于实际应用,最后文中还就压力钢管联合

关 键 词:压力钢管 多层环 力学模型 水电站 计算方法

Jointly stressing multilayer-loop model for penstock analysis
Fu Zhiyuan. Jointly stressing multilayer-loop model for penstock analysis[J]. Yangtze River, 1995, 26(5): 1-9
Authors:Fu Zhiyuan
Abstract:Based on the current condition and developing trend of methods for analyzing a jointly stressing penstock,the jointly stressing multilayer-loop model for penstock analysis and corresponding calculation method suitable for computer processing have been presented theoretically and practically respectively. In order to easily understand this technique, the penstock at the Sayansushensk Hydropower Station in Russia is taken as an analyzed example,and its calculating results in each step by hand are given. The same example has been also analyzed. using the anisotropic layer-loop model developed by the former Soviet Union Hydraulic Research Institute and three layer loop model developed by China Institute of Water Conservancy and Hydroelectric Power Research. Comparisons among them show that the technique presented fin this paper has many advantages of higher accuracy in calculation,wider uses, and easilier application. In addition, some specifically applied problems about jointly stressing between a penstock and its surrounding rock are discussed in this paper.
Keywords:Steel penstock Mechanical model Computational method Sayansushensk Hydropower Station  
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