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钢管混凝土拱桥在车辆荷载作用下的非线性动力响应分析
引用本文:严志刚,陈彦江,盛洪飞.钢管混凝土拱桥在车辆荷载作用下的非线性动力响应分析[J].中国公路学报,2003,16(1):58-61,67.
作者姓名:严志刚  陈彦江  盛洪飞
作者单位:哈尔滨工业大学,交通科学与工程学院,黑龙江,哈尔滨,150090
摘    要:根据随动硬化理论和钢管混凝土组合材料恢复力模型 ,提出了复杂应力状态下钢管混凝土组合材料的弹塑性应力应变关系。采用非线性有限元法 ,对一钢管混凝土拱桥进行移动车辆荷载作用下车—桥体系的动力响应分析 ,并进一步研究钢管混凝土组合材料进入塑性后对体系振动的影响 ,取得了较满意的结果 ,为钢管混凝土拱桥动力性能评价提供参考。

关 键 词:桥梁工程  钢管混凝土  非线性有限元法  动力响应  随动硬化理论
文章编号:1001-7372(2003)01-0058-04

Dynamic nonlinear response analysis of arch bridges of concrete filled steel tube due to the vehicle
YAN Zhi gang,CHEN Yan jiang,SHENG Hong fei.Dynamic nonlinear response analysis of arch bridges of concrete filled steel tube due to the vehicle[J].China Journal of Highway and Transport,2003,16(1):58-61,67.
Authors:YAN Zhi gang  CHEN Yan jiang  SHENG Hong fei
Abstract:According to the kinematic hardening theory and the cyclical loading model of concrete filled steel tubular,authors present the relationship between stress and strain in the multi stress states to CFST. With the method of nonlinear finite element, a certain CFST arch bridge is researched on its dynamic nonlinear response due to the moving vehicle, and the deep investigation of the effect of nonlinear material behavior of CFST on the vibration of vehicle bridge has been performed successfully to get excellent results.
Keywords:bridge engineering  CFST  nonlinear finite element method  dynamic response  kinematic hardening theory  
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