长江科学院院报 ›› 2012, Vol. 29 ›› Issue (11): 95-98.DOI: 10.3969/j.issn.1001-5485.2012.11.021

• 岩土工程 • 上一篇    下一篇

基于ANSYS二次开发的立洲水电站调压井有限元内力计算及配筋研究

王蔚楠，朱俊松，王 莎，王万千，陈建康   

  1. 四川大学 水利水电学院，成都   610065
  • 收稿日期:2011-09-20 出版日期:2012-11-01 发布日期:2012-11-01
  • 作者简介:王蔚楠(1989-)，男，甘肃张掖人，硕士研究生,主要从事水工结构工程及基础工程的研究

Finite Element Calculation of Inner Force by Secondary Development of ANSYS and Reinforcement Proposal for the Surge Tank of Lizhou Hydropower Station

WANG Wei-nan, ZHU Jun-song, WANG Sha, WANG Wan-qian, CHEN Jian-kang   

  1. College of Water Resource and Hydropower, Sichuan University, Chengdu  610065, China
  • Received:2011-09-20 Published:2012-11-01 Online:2012-11-01

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摘要： 以四川木里河立洲水电站调压井工程为研究对象，对围岩稳定及衬砌结构内力分布与配筋等开展了较为深入系统的研究。通过ANSYS软件二次开发，利用APDL编制调压井任意断面的内力计算程序，对不同工况典型断面进行内力分析，获得了井筒沿高程内力分布图，对施工工况（锁口衬砌段）、运行工况（最高涌浪控制工况下井筒衬砌和底板配筋）提出了调压井衬砌结构的配筋建议。

关键词:  , ANSYS二次开发, 三维有限元, 内力计算, 衬砌配筋

Abstract: This research was to investigate the surrounding rock stability, inner force distribution, and reinforcement of the surge tank lining of Lizhou Hydropower Station on Muli River in Sichuan Province of China. Through secondary development of ANSYS by compiling a calculation program with APDL (ANSYS Parametric Design Language) for the inner force of arbitrary section of the surge tank, the inner forces of the lining structure of the surge tank under different working conditions were analyzed. The distribution map of inner force along the shaft elevation was acquired. Suggestions were proposed for the reinforcement of surge tank lining structure in construction period(fore shaft lining segment) and operation period(shaft lining and base slab reinforcement in loading-control case under maximum surge). The verified width of maximum crack of the lining didn’t exceed the allowable limit, which proved the rationality of the structure and the reinforcement design of the surge tank.             

Key words: secondary development of ANSYS, 3-D finite element, inner force calculation, lining reinforcement

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