摘要
首先分析了连续配筋路面端部移动计算原理，提出了端部锚固应力计算的迭代法．计算结果表明混凝土的弹性模量、线胀系数和温度变化量是影响锚固应力的主要因素。
The end movement principles of continuously reinforced concrete pavement(CRCP) is analyzed. A successive approximation procedure used to calculate end resistance stresses is presented. The results show that concrete modulus ,thermal coefficient and temperature changes are the main factors affecting the end resistance stresses.
出处
《东南大学学报（自然科学版）》
EI
CAS
CSCD
1996年第4期106-110,共5页
Journal of Southeast University：Natural Science Edition
基金
江苏省交通厅公路局项目
关键词
混凝土路面
锚固端
应力
混凝土
CRCP
弹性模量
concrete pavement
resistance end
continuously reinforced concrete pavement
