连续配筋砼路面端部锚固力研究

重庆交通大学学报（自然科学版） ›› 2002, Vol. 21 ›› Issue (1): 30-33.

连续配筋砼路面端部锚固力研究

张洪亮，胡长顺

长安大学公路学院，陕西西安710064

收稿日期:2000-12-20 出版日期:2002-03-15 发布日期:2015-05-18
作者简介:张洪亮(1974—)，男，山东枣庄人，博士生，从事路面工程研究。

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

ZHANG Hong-liang,HU Chang-shun

College of Highway Engineering,Chang an University,Chang an 710064,China

Received:2000-12-20 Online:2002-03-15 Published:2015-05-18

摘要/Abstract

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

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

中图分类号:

U416.01

张洪亮，胡长顺. 连续配筋砼路面端部锚固力研究[J]. 重庆交通大学学报（自然科学版）, 2002, 21(1): 30-33.

ZHANG Hong-liang,HU Chang-shun. Research on the expansion force in the anchored end of the continuously reinforced concrete pavement(CRCP)[J]. Journal of Chongqing Jiaotong University(Natural Science), 2002, 21(1): 30-33.