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钢箱梁桥面铺装层状体系承载力学响应
引用本文:周志刚,杨建军,刘小燕.钢箱梁桥面铺装层状体系承载力学响应[J].长沙理工大学学报(自然科学版),2007,4(1):9-12.
作者姓名:周志刚  杨建军  刘小燕
作者单位:1. 长沙理工大学,公路工程学院,湖南,长沙,410076
2. 长沙理工大学,桥梁与结构工程学院,湖南,长沙,410076
摘    要:通过有限元分析方法,根据线弹性理论和层状体系理论,对钢箱梁桥面铺装层的弯拉应力、主剪切应力在层状结构间沿特征分析路径的分布及其沿层深的变化进行了计算与分析,确定了最大弯拉应力和最大层同剪切应力层位及其量值.研究结果可以为大跨径钢箱梁桥面柔性铺装设计提供理论参考.

关 键 词:钢箱梁  桥面铺装  力学分析  有限元  层状体系
文章编号:1672-9331(2007)01-0009-04
修稿时间:2006-05-22

Mechanical response of pavement layers on the steel-box-girder-bridge deck
ZHOU Zhi-gang,YANG Jian-jun,LIU Xiao-yan.Mechanical response of pavement layers on the steel-box-girder-bridge deck[J].Journal of Changsha University of Science and Technology:Natural Science,2007,4(1):9-12.
Authors:ZHOU Zhi-gang  YANG Jian-jun  LIU Xiao-yan
Institution:1. College of Highway Engineering,Changsha University of Science and Technology ,Changsha 410076 ,China 2. College of Bridge and Structure Engineering,Changsha University of Science and Technology,Changsha 410076 ,China
Abstract:The mechanical response of pavement layers on the orthotropic steel deck under wheel loading is analyzed by finite element method, based on liner elastic theory and layer theory. The distribution and numerical value of the draught stress and the main shear stress on layers are determined in the file. The results can provide a theoretical base for the paving design of orthotropic steel deck.
Keywords:steel-box girder  deck pavement  mechanical analysis  finite element method  layers system
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