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复合加固钢筋混凝土短柱的试验研究
引用本文:贺志勇,武志超,赵根田. 复合加固钢筋混凝土短柱的试验研究[J]. 山西建筑, 2007, 33(25): 100-101
作者姓名:贺志勇  武志超  赵根田
作者单位:1. 山西省建筑科学研究院,山西太原 030001
2. 包钢集团设计研究院土建科,内蒙古包头 014010
3. 内蒙古科技大学建筑与土木工程学院,内蒙古包头 014010
摘    要:进行了1根对比钢筋混凝土短柱和3根用混凝土和外包钢板复合加固钢筋混凝土短柱的受剪试验研究,试验结果表明,用混凝土和外包钢板复合加固可有效提高钢筋混凝土短柱的斜截面抗剪承载力。

关 键 词:钢筋混凝土短柱 加固 外包钢板 受剪承载力
文章编号:1009-6825(2007)25-0100-02
修稿时间:2007-04-04

Calculation of shear bearing capacity of complex strengthening reinforced concrete short columns
HE Zhi-yong,WU Zhi-chao,ZHAO Gen-tian. Calculation of shear bearing capacity of complex strengthening reinforced concrete short columns[J]. Shanxi Architecture, 2007, 33(25): 100-101
Authors:HE Zhi-yong  WU Zhi-chao  ZHAO Gen-tian
Affiliation:HE Zhi-yong WU Zhi-chao ZHAO Gen-tian
Abstract:In this paper,one contrast reinforced concrete short column and three reinforced concrete short columns strengthened with concrete and exterior steel plate were tested to investigate their shear behaviors,based on experiment results,it is revealed that complex strengthening with concrete and exterior steel plate can impactful improving shear bearing capacity of reinforced concrete short column.
Keywords:reinforced concrete short columns  strengthening  exterior steel plate  shear bearing capacity
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