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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
【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.
【Key words】 glassfiber reinforced cement (GRC); shear strength; brickwork;
- 【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