箍筋锈蚀钢筋混凝土柱受火后抗震性能试验研究及有限元分析

为研究箍筋锈蚀钢筋混凝土柱的火灾反应及其火灾后的抗震性能,设计并制作4根尺寸及配筋相同的钢筋混凝土柱,以锈胀裂缝为损伤指标,对混凝土柱的箍筋进行电化学加速锈蚀试验,得到箍筋不同锈蚀率的混凝土柱.对RC柱进行限时受火试验,研究箍筋不同锈蚀率的混凝土柱的高温反应.对历经高温的钢筋混凝土柱进行低周水平反复荷载试验,并利用AN...

Experimental research and finite element analysis on seismic performance of reinforced concrete columns with corroded stirrups after fire

In order to study the fire response of corroded reinforced concrete columns and the seismic performance after fire, four reinforced concrete columns with the same size and reinforcement were designed. Firstly, taking corrosion-induced expansion crack as damage index, the electrochemical accelerated corrosion test was carried out on stirrups of reinforced concrete columns, thereby reinforced concrete columns with different corrosion rates of stirrups were obtained. Then a time-limited fire test was carried out to study the fire response of reinforced concrete columns with different corrosion rates. Finally, low-cycle reversed loading test was carried out on the reinforced concrete columns after fire. ANSYS was used for numerical simulation analysis to explore the change rule of seismic performance of corroded reinforced concrete columns after fire and analyse the reliability of numerical simulation analysis method. The results show that the corrosion of stirrups leads to the distortion of temperature field of reinforced concrete columns section. The corroded stirrups have a significant impact on the seismic performance of reinforced concrete columns after fire. The higher the corrosion rate, the lower the energy dissipation capacity of the components, and the more serious the stiffness and ductility degradation. The numerical analysis results agree well with the experimental results, and the numerical analysis method is feasible. The calculation formula of shear capacity of reinforced concrete column after stirrup corrosion and fire is put forward, which can be used for safety evaluation of reinforced concrete columns after stirrup corrosion and fire.