为研究轻钢桁架轻混凝土组合墙板轴压性能,设计了1个足尺轻钢桁架和2个足尺轻钢桁架轻混凝土组合墙板试件,进行了轴压性能试验,分析了不同轻混凝土厚度对试件破坏特征、荷载-位移曲线、轴压承载力等的影响。建立了有限元模型,进行了数值模拟,阐明了轻钢桁架轻混凝土组合墙板轴压损伤演化过程,揭示了屈服机制。研究表明:轻钢桁架轻混凝土组合墙板的破坏形态主要为轻钢立柱局部变形屈曲和轻混凝土局部压溃破坏;90 mm厚无面层和150 mm厚有面层组合墙板较轻钢桁架试件峰值承载力分别提高了65.2%和361.7 ...
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