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连续配筋混凝土路面动荷响应分析
RESPONSES OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENT UNDER TRANSIENT LOAD
【摘要】 将连续配筋混凝土路面视为粘弹性地基上正交各向异性板,运用三角级数和积分变换方法,对路面受局部冲击荷载作用时的动力响应做了分析,得到了路面的挠度、内力和应力的解析解,进行了数值计算分析,并和不考虑地基粘性时的静力、动力响应做了比较。最后,讨论了荷载冲击周期及地基粘性对动态响应的影响。
【Abstract】 Continuously reinforced concrete pavement is treated as orthotropic plate on viscoelastic foundation. Dynamic responses of the pavement under transient load are studied using triangular series and integral transformation. Analytic solutions for displacements, internal forces and stresses are obtained. Numerical results are given and compared with the responses of pavement under static and transient load on non-viscosity foundation. The effects of transient load period and foundation viscosity on the responses are discussed.
【关键词】 连续配筋混凝土路面;
冲击荷载;
正交各向异性;
粘弹性地基;
【Key words】 continuously reinforced concrete pavement; transient load; orthotropy; viscoelastic foundation;
【Key words】 continuously reinforced concrete pavement; transient load; orthotropy; viscoelastic foundation;
【基金】 国家自然科学基金资助项目(59778047)
- 【文献出处】 工程力学 ,Engineering Mechanics , 编辑部邮箱 ,2001年05期
- 【分类号】U416.216
- 【被引频次】25
- 【下载频次】177