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本文对钢-混凝土高托座组合梁的挠度进行了理论分析及试验验证,分析中考虑钢梁与混凝土之间的滑移及混凝土的非线性对挠度的影响,通过试验验证,计算值与实测值吻合良好。
In this paper, the theoretical analysis and experimental verification of the deflection of steel-concrete high-profile composite beams are carried out. The influence of the slip between steel beams and concrete and the nonlinearity of concrete on deflection is taken into account in the analysis. The calculated values and measured values are verified through experiments. The values are in good agreement.