首页 | 本学科首页   官方微博 | 高级检索  
     

钢管包钢纤维混凝土短柱轴心受压的弹塑性理论分析
引用本文:何正勇,王文安,马兰. 钢管包钢纤维混凝土短柱轴心受压的弹塑性理论分析[J]. 河南科学, 2002, 20(6): 705-709
作者姓名:何正勇  王文安  马兰
作者单位:武汉大学水利水电学院,武汉,430072;武汉新途科工贸有限公司,武汉,430082
摘    要:运用弹塑性理论 ,对钢管包钢纤维混凝土短柱轴心受压的受力状态、屈服准则、应力与应变计算和力学特性等进行了理论分析。运用米塞斯屈服准则 ,并考虑到单向纵压屈服和单向环拉屈服的边界条件下 ,提出了钢管包钢纤维混凝土轴压短柱 ,在钢管纵压与环拉作用时的承载力计算公式

关 键 词:钢管  钢纤维  混凝土  应力状态
文章编号:1004-3918(2002)06-0705-05
修稿时间:2002-05-11

The elastic-plastic theoretical analysis on the compressed-through-axis short column of steel fiber concrete packed by steel tube
HE Zhen yong ,WANG Wen an ,MA Lan. The elastic-plastic theoretical analysis on the compressed-through-axis short column of steel fiber concrete packed by steel tube[J]. Henan Science, 2002, 20(6): 705-709
Authors:HE Zhen yong   WANG Wen an   MA Lan
Affiliation:HE Zhen yong 1,WANG Wen an 1,MA Lan 2
Abstract:In this paper, through using the elastic plastic theory, the author have theoretically analyzed the stressing state, rule of yielding, calculation of stress and strain and mechanical property of the compressed through axis short column of steel fiber concrete packed by steel tube. On the condition of considering the boundary condition of yielding through unidirectional longitudinal pressure and unidirectional hoop tension, the author bringed forward the bearing capacity calculation formula of the compressed through axis short column of steel fiber concrete packed by steel tube while it is longitudinal pressed and hoop drawn.
Keywords:steel tube  steel fibre  concrete  stress state  
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