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预应力渡槽有限元分析
引用本文:罗莉,唐智亮,聂国华,彭华.预应力渡槽有限元分析[J].计算机辅助工程,2007,16(3):61-64.
作者姓名:罗莉  唐智亮  聂国华  彭华
作者单位:1. 同济大学,应用力学研究所,上海,200092
2. 大连理工大学,工程力学系,辽宁,大连,116000
3. 武汉大学,土木建筑工程学院,武汉,430072
摘    要:针对预应力混凝土能极大提高混凝土结构抗拉抗裂强度的特点,结合等效载荷自平衡原理,以南水北调工程中大型预应力混凝土渡槽为模型,采用三维有限元技术分析其受力性能,揭示预应力渡槽在施工、校核等不同工况下的应力和应变等特性.计算结果表明,整个渡槽结构应力、变形满足设计要求,可为施工设计提供参考.

关 键 词:渡槽  预应力混凝土  三维有限元  预应力混凝土  渡槽  有限元分析  aqueduct  element  analysis  施工设计  变形  结构应力  结果  计算  特性  应力和应变  工况  受力性能  技术分析  三维有限元  模型  水北调工程  平衡原理  等效载荷
文章编号:1006-0871(2007)03-061-04
收稿时间:2007-05-23
修稿时间:2007-06-13

Finite element analysis on pre-stressed aqueduct
LUO Li,TANG Zhiliang,NIE Guohua and PENG Hua.Finite element analysis on pre-stressed aqueduct[J].Computer Aided Engineering,2007,16(3):61-64.
Authors:LUO Li  TANG Zhiliang  NIE Guohua and PENG Hua
Affiliation:1. Institute of Applied Mechanics, Tongji Univ. , Shanghai 200092, China; 2. Dept. of Eng. Mechanics, Dalian Univ. of Tech., Dalian Liaoning 116000, China; 3. School of Civil Eng. , Wuhan Univ. , Wuhan 430072, China
Abstract:With the characteristic that pre-stressed concrete can improve tensile strength and crack resistance itself greatly, the mechanical behavior of large pre-stressed concrete aqueduct for China south-to- north water transfer project is numerically analyzed by using 3D finite element method, combined with the principle that equivalent loads are self-equilibrating. The stress and strain on the aqueduct are analyzed under different constructing and checking situations. The results indicate that the stress and deformation on the aqueduct can meet the design requirement and provide reference to construction design.
Keywords:aqueduct  pre-stressed concrete  3D finite element
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