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复合砂浆钢筋网加固RC简支梁抗剪性能的试验研究
引用本文:卜良桃,王月红.复合砂浆钢筋网加固RC简支梁抗剪性能的试验研究[J].华中科技大学学报(城市科学版),2006,23(4):35-38.
作者姓名:卜良桃  王月红
作者单位:湖南大学,土木工程学院,湖南,长沙,410082
基金项目:高等学校博士学科点专项科研基金资助项目(20020532008),湖南省科技厅科技重点科研基金资助项目(05SK2010),长沙市科技局科研基金资助项目(K051033-12)
摘    要:复合砂浆钢筋网薄层加固是一种有效的新型加固方法,能够显著地提高钢筋混凝土梁的抗剪承载力以及抗裂性能.在6根复合砂浆钢筋网加固RC简支梁和1根对比梁的试验基础上,研究了加固梁各种参数对梁极限抗剪承载力的影响,并分析对比了各组加固梁的破坏形态、斜裂缝、荷载-跨中挠度曲线的变化规律.给出了复合砂浆钢筋网加固RC梁的极限抗剪承载力计算公式,计算结果与试验结果吻合较好.

关 键 词:复合砂浆  钢筋网  钢筋混凝土梁  抗剪加固
文章编号:1672-7037(2006)04-0035-04
收稿时间:2006-03-20
修稿时间:2006年3月20日

Experimental Study on Shear Behaviors of RC Beams Strengthened with Ferrocement Mortar
BU Liang-tao,WANG Yue-hong.Experimental Study on Shear Behaviors of RC Beams Strengthened with Ferrocement Mortar[J].Journal of Huazhong University of Science and Technology,2006,23(4):35-38.
Authors:BU Liang-tao  WANG Yue-hong
Affiliation:1. School of Civil Eng. , Hunan Univ. , Changsha 410082, China
Abstract:Ferrocement mortar technology is an efficient method to reinforce RC beams,which can obviously increase the shear load-carrying capacity and crack-resisting behavior.Based on experimental study of 6 RC beams strengthened with ferrocement mortar and one comparative RC beam,the influence of kinds of parameters on the ultimate shear load-carrying capacity was analyzed.Subsequently,the rules of failure forms,diagonal crack width and load-deflection curves of strengthened beam were analyzed.A computational expression of the shear load-bearing capacity of RC beam strengthened with ferrocement mortar is proposed.The calculated results are fit together well with the experimental results.
Keywords:composite mortar  steel wire mesh  RC beams  shear strengthening
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