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混凝土刚性路面接缝的受力变形数值计算分析
Numerical Calculating Analysis of Load Stresses and Deformation of Rigid Concrete Pavement and Pavement Joints
【摘要】 通过有限元计算方法 ,数值计算分析了多板系统情况下混凝土刚性路面板在轮载作用下的最大拉应力、路面接缝的挠度传递能力以及最大挠度变形 ,数值计算结果表明与混凝土刚性路面的实际使用中的破损情况和所产生的路面病害是一致的
【Abstract】 In this paper, by using finite element calculating method, maximum tensile stresses , deflection transmitting capacity and maximum deflection of concrete pavement and pavement joints of multi slab system are analyzed numerically under the loading of automobiles. The numerical calculating results may fully account for the occurrence and reason of the practical disrepair and disease of rigid concrete pavement .
【关键词】 混凝土刚性路面;
路面接缝;
路面板拉应力;
挠度传递能力;
【Key words】 rigid concrete pavement; pavement joints; tensile stresses of concrete pavement; deflection transmitting capacity;
【Key words】 rigid concrete pavement; pavement joints; tensile stresses of concrete pavement; deflection transmitting capacity;
【基金】 湖北省科技攻关计划重点资助项目 (2 0 0 1AA313B0 6 )
- 【文献出处】 武汉理工大学学报 ,Journal of Wuhan University of Technology , 编辑部邮箱 ,2002年11期
- 【分类号】U416.222
- 【被引频次】5
- 【下载频次】114