节点文献

GRC加固砖砌墙体受剪性能的研究

Study on Shear Capacity for Brick Wall Strenthened with Glassfiber Reinforced Cement

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 刘立新; 向忠; 王菁; 杜晓伟;

【Author】 LIU Li-xin, XIANG Zhong, WANG Jing, DU Xiao-wei (College of Civil & Building Engineering,Zhengzhou University of Technology,Zhengzhou 450002,China)

【机构】 郑州工业大学土木建筑工程学院;

【摘要】 提出了一种采用GRC(玻璃纤维增强水泥)加固砖砌墙体以提高其抗剪强度的新技术.通过76个采用GRC加固的小试件和17个对照试件的试验结果.分析了采用GRC加固墙体受剪破坏的形态、影响加固效果的主要因素,提出了计算GRC加固砖砌墙体抗剪强度的公式.通过三片足尺寸采用GRC加固墙体和对照墙体的试验,进一步验证了理论分析结果,在可靠度分析的基础上提出了可供工程实践应用的采用GRC加固砖墙体受剪承载力的计算方法.

【Abstract】 In this paper, a new technique used in strenthening brick wall with glassfiber reinforced cement is proposed. Based on the test results under shear force of 76 standardized samples of brickwork strenthened with glassfiber reinforced cement, the behaviour and failure modes of such brickwall are discussed in detail, and the formulas used for calculating the brick wall strenthened with glassfiber reinforced cement are given. These formulas show a good agreement with test results, and are proved by the test results of three brick wall strenthened with glassfiber reinforced cement of large size under vertical and horizontal loads. By the reliability analysis,the design method of such strenthened brick wall for practical use is also proposed.

【基金】 河南省科技攻关项目
  • 【文献出处】 郑州工业大学学报 ,JOURNAL OF ZHENGZHOU UNIVERSITY OF TECHNOLOGY , 编辑部邮箱 ,1999年01期
  • 【分类号】TU317
  • 【被引频次】5
  • 【下载频次】47
节点文献中: 

本文链接的文献网络图示:

本文的引文网络