连续配筋砼路面端部锚固力研究

Research on the expansion force in the anchored end of the continuously reinforced concrete pavement(CRCP)

笔者采用分段迭代法计算了连续配筋砼路面 (CRCP)由于升温产生的端部锚固力 ,编制了相应的程序 。

In this paper,the expansion force in the anchored end of the continuously reinforced concrete pavement (CRCP) caused by the rise of the temperature is calculated with section iterative method,and the corresponding calculation program is edited,and the influence of the allowable movement of the end,the linear expansion coefficient of the concrete and other parameters are analyzed.