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转弯及制动条件下的钢筋混凝土桥柔性铺装层力学响应分析

Mechanical Response Analysis of Flexible Pavement on Reinforced Concrete Bridge Under Condition of Turning and Braking

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【作者】 叶奋李林萍周孔贾晓阳

【Author】 YE Fen1,LI Lin-ping2,ZHOU Kong1,JIA Xiao-yang1(1.Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 201804,China;2.School of Civil Engineering,Xinjiang University,Urumchi 830046,China)

【机构】 同济大学道路与交通工程教育部重点实验室新疆大学建筑工程学院

【摘要】 桥面铺装是桥梁行车体系的重要组成部分,它对桥梁耐久性、保证行车安全舒适以及经济效益和社会效益有着极其重要的作用。采用通用有限元分析软件ANSYS程序对某钢筋混凝土桥面柔性铺装层进行力学分析,着重研究了转弯及制动条件下沥青混凝土铺装层的应力、应变和变形分布的变化规律,从而为减少桥面铺装层的早期病害,提高桥面铺装层的服务性能提供理论依据。

【Abstract】 Pavement on bridge is an important part of vehicle system,and it plays an important role not only in bridge durability,vehicle safety and comfortable level but also in economic benefit and social benefit.In this paper,the mechanical property of a concrete bridge is analyzed by using Finite Element Method.And the distribution of the stress,strain and deformation in the asphalt concrete surfacing under the condition of turning and braking are mainly studied.The analysis result can provide theoretical basis for decreasing early damage and improving the service performance.

【基金】 住房和城乡建设部科研项目,项目编号2009-K5-18;新疆大学校院联合项目,项目编号2006070202
  • 【分类号】U443.33
  • 【被引频次】3
  • 【下载频次】117
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