首页 | 本学科首页   官方微博 | 高级检索  
     

温差作用下钢筋混凝土轴心受拉构件的应力分析
引用本文:张玉梅,赵云飞,宋玉普. 温差作用下钢筋混凝土轴心受拉构件的应力分析[J]. 混凝土, 2004, 0(8): 19-21
作者姓名:张玉梅  赵云飞  宋玉普
作者单位:大连理工大学近海与海岸工程重点实验室,辽宁,大连,116024;锦州市实华建筑有限公司,辽宁,锦州,121001
摘    要:本文建立了温差作用及考虑钢筋与混凝土之间线膨胀系数差异影响的轴拉构件的计算模型及微分平衡方程,给出了微分方程的解答。分析了温差作用下轴拉构件的应力、位移分布规律,分析了裂缝间距、配筋率、温差等参数对位移及应力的影响。

关 键 词:温差作用  轴心受拉  线膨胀系数
文章编号:1002-3550(2004)08-0019-03

Stress analysis of reinforced concrete's axial tension component under action of thermal difference
ZHANG Yu-mei,ZHAO Yun-fei,SONG Yu-pu. Stress analysis of reinforced concrete's axial tension component under action of thermal difference[J]. Concrete, 2004, 0(8): 19-21
Authors:ZHANG Yu-mei  ZHAO Yun-fei  SONG Yu-pu
Abstract:The calculation model and differential equation of axial tension component were built under the action of thermal difference and difference of the linear expansion coefficient between the steel and the concrete. The solution of differential e-quation was given. Distribution regulations of stress and displacement under the action of thermal difference were analyzed. The effects on the displacement and stress causing by distance between cracks, the reinforcement ratio and the thermal difference were analyzed.
Keywords:action of thermal difference  axial tension  linear expansion coefficient
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号