框架边节点斜压机构混凝土强度有效因数解析

Analysis of concrete strength effective factors of diagonal strut mechanism on frame exterior beam-column joints

利用斜压-桁架模型对以往35个剪切破坏型以及6个梁屈服后剪切破坏型钢筋混凝土框架边节点试件抗剪强度进行解析。探讨了混凝土抗压强度、柱轴压比、节点水平箍筋量、节点竖向箍筋量以及斜压机构倾角等参数对斜压机构混凝土强度有效因数ρ的影响。研究结果表明,混凝土强度越高,最大荷载时ρ值衰减率越大;普通强度混凝土时节点箍筋对ρ值衰减的抑制效果比高强度混凝土时明显;节点箍筋配箍率小于0.3%范围内斜压机构承担总剪力的80%以上。根据对ρ值的解析结果提出了针对节点强度的计算式,计算值与试验结果吻合。

This paper uses the strut-truss model to analyze the shear strength of reinforced concrete frame exterior joints through thirty-five shear failure type joints without beam flexural yield and six shear failure joints after beam flexural yield.It discusses the influence of parameters including concrete compressive strength,column axial-compression ratio,amount of joint horizontal or vertical hoop,and angle of strut mechanism etc.,on concrete strength effective factor ρ of diagonal strut mechanism.The analysis results show that ρ value deterioration ratio at peak load increases with the increase od concrete strength.The effect of joint hoop on ρ value deterioration is more significant using ordinary strength concrete than the case using high strength concrete.The contribution of strut mechanism to joint shear force is more than 80% when joint shear reinforcement ration is less than 0.3%.The joint strength equation is proposed based on the analysis results of the factor ρ,and the calculated values agree well with the experimental results.