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型钢混凝土粘结滑移性能的推出试验及其分析
引用本文:薛建阳,赵鸿铁,杨勇,仵建斌,伍凯,陈宗平. 型钢混凝土粘结滑移性能的推出试验及其分析[J]. 西安建筑科技大学学报(自然科学版), 2007, 39(3): 320-326,332
作者姓名:薛建阳  赵鸿铁  杨勇  仵建斌  伍凯  陈宗平
作者单位:西安建筑科技大学土木工程学院,陕西,西安,710055
基金项目:国家自然科学基金;陕西省教育厅资助项目;陕西省教育厅资助项目
摘    要:根据16个型钢混凝土标准试件和4个对比试件的推出试验,观察了构件的开裂和破坏过程,得到了荷载-滑移关系特征曲线.分析了各加载阶段沿型钢埋置长度上应变和滑移的分布规律.在对比试验中,将型钢腹板和翼缘内侧与混凝土相隔离.结果表明,型钢翼缘外侧和内侧(腹板)与混凝土之间的粘结应力在极限荷载时相差不大,而在水平残余阶段有一定差别.

关 键 词:型钢混凝土  推出试验  粘结应力  滑移  对比试件
文章编号:1006-7930(2007)03-0320-08
修稿时间:2004-11-172007-01-22

Analysis on the behaviors of bond-slip between the shape steel and the concrete by push-out test
XUE Jian-yang,ZHAO Hong-tie,YANG Yong,WU Jian-bin,WU Kai,CHEN Zong-ping. Analysis on the behaviors of bond-slip between the shape steel and the concrete by push-out test[J]. Journal of Xi'an University of Architecture & Technology, 2007, 39(3): 320-326,332
Authors:XUE Jian-yang  ZHAO Hong-tie  YANG Yong  WU Jian-bin  WU Kai  CHEN Zong-ping
Abstract:In this paper,according to the push-out test of 16 standard specimens and 4 contrast specimens of steel reinforced concrete,the process of the cracking and failure of the specimens were observed sowere.The characteristic curves of load-slip relationship.The distribution rules of the strain and the slip along the embedded length of the shape steel were analyzed at various load levels.In the contrastive tests,the web and the inner side of the flange were isolated from the concrete.It is shown that there are certain differences between the bond stress of the outer side of the flange and the concrete,and that of the inner side of the flange or the web and the concrete at the horizontal residual stage of loading.
Keywords:steel reinforced concrete(SRC)  push-out test  bond stress  slip  contrast specimen
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