钢-混凝土连续结合梁的温度效应 - 中南大学学报（自然科学版、英文版） 关键字: 连续结合梁;应力;挠度;剪力钉[gap=1362]Key words: continuous composite girders; stresses; deflections; shear studs
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The present study investigated the simulation method of steel concrete interface and shear studs.
探讨了混合结构钢-混凝土界面的模拟以及剪力钉受力的计算方法。
The composite beam structure is modeled as a series system consisted of concrete slab, shear studs and steel beam.
运用系统可靠度评估的方法，结合梁被模型化为由混凝土板、剪力传递器和钢梁串联而成的结构系统。
The design method of shear studs of SRC ultra short columns and the design advices of RC separated columns are suggested based on the experimental results.
根据实验结果，SRC超短柱的剪力钉和RC分离柱的设计建议，建议的设计方法。
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