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自锚式混合型悬索桥整体受力特性分析
引用本文:张确,陈玉骥.自锚式混合型悬索桥整体受力特性分析[J].水利与建筑工程学报,2011,9(6):123-125,133.
作者姓名:张确  陈玉骥
作者单位:1. 甘肃路桥第四公路工程有限责任公司,甘肃兰州,730050
2. 佛山科学技术学院,广东佛山,528000
基金项目:国家自然科学基金资助项目,广东省自然科学基金资助项目
摘    要:平胜大桥是一座独塔自锚式混合型悬索桥。为了了解其整体受力特性,利用有限元软件,建立了该桥的力学模型,对主梁和主塔采用梁单元离散,主缆和吊杆采用桁架单元离散,计算了四种工况下主梁、主塔和主缆、吊杆的内力及位移,整体上分析了该桥的力学特性。结果表明,该桥应力和位移均满足规范要求,是安全可靠的。

关 键 词:自锚式混合型悬索桥  有限元  内力  位移

Analysis on Mechanical Behaviors of Self-anchored and Mixed Suspension Bridge in Its Entirety
ZHANG Que,CHEN Yu-ji.Analysis on Mechanical Behaviors of Self-anchored and Mixed Suspension Bridge in Its Entirety[J].Journal of Water Resources Architectural Engineering,2011,9(6):123-125,133.
Authors:ZHANG Que  CHEN Yu-ji
Affiliation:1.Gansu Road & Bridge Fourth Highway Engineering Co.,Ltd.,Lanzhou,Gansu 730050,China;2.Foshan Scientific and Technical Institute,Foshan,Guangdong 528000,China)
Abstract:Pingsheng Bridge is a self-anchored and mixed suspension bridge. For understanding the mechanical behaviors of the bridge, its mechanical model is set up by means of finite element software. The main beam and main tower are dispersed with beam elements, and the main cable and suspend bar are dispersed with truss elements. The internal forces and displacements of the main beam, main tower, main cable and the suspend bar in the four kinds of working conditions are calculated. The mechanical behaviors of the bridge are analyzed in whole. It is showed from the computed results that the internal forces and displacements could meet the requirements of standard, and the bridge is safe and reliable.
Keywords:self-anchored and mixed suspension bridge  finite element  internal force  displacement
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