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地下圆拱式单井口砌体薄壳结构的有限元分析
引用本文:彭利英,李明德,何仲良.地下圆拱式单井口砌体薄壳结构的有限元分析[J].湖南工程学院学报(自然科学版),2007,17(2):84-87.
作者姓名:彭利英  李明德  何仲良
作者单位:1. 湖南工程学院,建筑工程系,湖南,湘潭,411104
2. 湘潭市盘龙房地产有限公司,湖南,湘潭,411104
摘    要:利用有限元ANSYS程序对地下圆拱式单井口砌体薄壳结构的薄壳顶盖、基础底板及池壁的内力进行分析,探究隔墙对顶盖和池壁内力影响的规律,证明隔墙有效地改善了池壁和基础的受力性能,阐明了该种结构是一种值得大力推广的结构.

关 键 词:ANSYS  隔墙  池壁应力云图
文章编号:24498920
修稿时间:11 13 2006 12:00AM

Analysis on ANSYS in Shell Masonry Structure of Single Arched Pithead
PENG Li-ying,LI Ming-de,HE Zhong-liang.Analysis on ANSYS in Shell Masonry Structure of Single Arched Pithead[J].Journal of Hunan Institute of Engineering(Natural Science Edition),2007,17(2):84-87.
Authors:PENG Li-ying  LI Ming-de  HE Zhong-liang
Institution:1. Dept. of Construction Eng. , Hunan Institute of Engineering, Xiangtan 411104, China; 2. Xiangtan Pandragon Real Estate Lt. Co. , Xiangtan 411104 ,China
Abstract:By analyzing the upper shell cover,base part and the internal force of the pond wall in the shell structure of the single arched pithead with the help of the ANSYS program,this paper tries to find the law of the partition wall.s influence on the upper cover and the internal force of the pond wall,It reveals that the partition wall improves the performance of the pond wall and the base part.It also gives the reason why this structure is worth popularizing widely.
Keywords:ANSYS  partition wall  pond wall  stress chart
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