视连续配筋混凝土路面为复合材料，利用复合材料力学等理论推导了配筋板的自生温度应力；
In this paper, CRCP was regarded as a kind of composite material. Thermal stress es in free pavement were deduced by using theory of composite material.
通过对桥头搭板的受力情况进行定性的分析，提出了相应的配筋方法。
By take qualitative analyze support force states on bridge head bridging slab to advanced relevant reinforcement method.
主要包括：加载面积和形状、混凝土强度、混凝土的组成、冲跨比及板厚、荷载作用位置、抗弯钢筋的配筋率、抗冲切钢筋以及比例效应。
Such as: load area and shape, strength of concrete, composition of concrete, depth of slab, load position ratio of reinforcement, punching shear reinforcement and scale effect.
应用推荐