摘要
结合装配式节点和钢管混凝土(CFST)柱-钢筋混凝土(RC)梁节点各自优点,提出新型装配式套筒连接CFST柱-RC梁节点.为探讨该类节点抗震性能,对8个足尺劲性装配式套筒连接CFST柱-RC梁节点进行了低周往复荷载试验研究,考察了柱轴压比、梁柱连接角度(45°、90°)、梁柱位置(中间节点、边节点)对该类节点抗震性能的影响,对节点破坏形态、失效机制、滞回性能、骨架曲线、位移延性和耗能能力进行分析.采用ABAQUS程序建立节点的精细有限元模型,验证了其正确性.研究表明:该类节点具有"强钢管混凝土柱-弱钢筋混凝土梁"、"强节点-弱构件"的理想失效机制和较高承载力,试件加载至3~4.5倍屈服位移时因套筒位置附近纵筋拉断而破坏;节点耗能能力较强,变形能力较好,45°节点的平均位移延性系数〉3,90°节点的平均位移延性系数〉4.
Combining the advantages of precast connections and concrete filled steel tubular (CFST) column to reinforced concrete (RC) beam connections, a stiffened precast sleeve-connected CFST column to RC beam connection was proposed. Considering axial compression ratio, connected angle and location of the connection, pseudo-static experiments were conducted to investigate the earthquake resistance of the connections, whose failure mode, failure mechanism, hysterical behavior, envelop curve, ductility and energy-dissipating capacity were analyzed. Fine finite element models were built and verified by ABAQUS. The results show that: this type of connection could exhibit " strong CFST column-weak RC beam" and " strong connection-weak member" failure mechanisms and have excellent load carrying capacity, specimens fail due to the fracture of longitudinal reinforcement up until vertical displacement of beam-end reaches to 3-4.5 times of yield displacement; this type of connection also has excellent energy dissipating capacity and ductility, ductility coefficients of the connections with a 45 degree connected angle and 90 degree connected angle are respectively greater than 3 and 4.
出处
《哈尔滨工业大学学报》
EI
CAS
CSCD
北大核心
2016年第6期124-131,共8页
Journal of Harbin Institute of Technology
基金
中央高校基本科研业务费专项资金(CDJZR12200010)
关键词
装配式组合节点
套筒连接
钢管混凝土柱
抗震性能
有限元模型
precast composite connection
sleeve connection
concrete filled steel tubular column
earthquake resistance
finite element model