摘要
从HFRP加固砖砌体双剪试件的受力模型入手,从理论上分析试件的加固受力机理,推导抗剪承载力计算公式,并进行芳纶纤维复合材料(AFRP)加固砖砌体双剪试件的验证性试验研究。结果表明,所推导的理论计算公式与试验结果吻合较好。并得出影响AFRP布加固砖砌体抗剪极限承载力的主要因素是:有效发挥系数γ、摩擦系数μ和AFRP布条带轴线与灰缝方向的夹角θ。
It takes from the force model of masonry wall double shear specimen strengthened with AFRP, and analyzes it＇ s reinforcement mechanism, then deduces the compute formula of the shear-resistant, and takes a validation study of double shear specimen. The results express that the calculation formula has good accordance with the experiment results. It gets the main factors that influence the ultimate shear-resistant of masonry wall strengthened with AFRP： valid exertive coefficient γ, coefficient of friction μ, the included anger of the AFRP axis and the mortar joint 8.
出处
《建筑结构》
CSCD
北大核心
2007年第12期83-86,104,共5页
Building Structure
基金
国家863计划资助项目(2001AA336010)
关键词
芳纶纤维复合材料
砖砌体
加固
抗剪
抗剪承载力
aramid fiber reinforced plastics
masonry wall
reinforcement
shear
shear resistant
