Abstract: 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

Key words: CRCP, section iterative method, anchored end

摘要： 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，并分 析了端部允许位移和砼线胀系数等参数对端部锚固力的影响。

关键词: 连续配筋砼路面, 分段迭代法, 端部锚固