| 基于ANSYS的水工压力隧洞配筋计算研究 |
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| 引用本文： | 张全,方朝阳.基于ANSYS的水工压力隧洞配筋计算研究[J].水电能源科学,2009,27(2). |
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| 作者姓名： | 张全 方朝阳 |
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| 作者单位： | 武汉大学水资源与水电工程科学国家重点实验室,湖北,武汉,430072 |
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| 摘 要： | 利用有限元法模拟江坪河水电站引水隧洞钢筋混凝土衬砌结构的应力分布,通过ANSYS面操作技术运用高斯积分原理求得衬砌结构内力分布,从而计算衬砌结构配筋量.计算结果与传统的结构力学配筋法计算结果基本吻合,可为同类工程提供参考.
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| 关 键 词： | 衬砌配筋 面操作 内力 后处理 |
Application of ANSYS Post-processing Technology in Calculating Reinforcement of Hydraulic Pressure Tunnel |
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| ZHANG Quan FANG Zhaoyang.Application of ANSYS Post-processing Technology in Calculating Reinforcement of Hydraulic Pressure Tunnel[J].International Journal Hydroelectric Energy,2009,27(2). |
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| Authors: | ZHANG Quan FANG Zhaoyang |
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| Affiliation: | State Key Laboratory of Water Resouces and Hydropower Engineering Science;Wuhan University;Wuhan 430072;China |
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| Abstract: | Based on the diversion tunnel project of Jiang Ping River Hydropower station the stress distribution research which is through the finite element simulation of the reinforced concrete structure has been introduced.The internal force distribution of lining structure has been calculated by the ANSYS force surface operation technique and with the Gaussian integral principle,thus the amount of reinforced concrete lining is calculated.The results are consistent with that obtained by the traditional mechanical st... |
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| Keywords: | ANSYS |
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