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BEHAVIOR OF LYING SHEAR STUDS IN REINFORCED CONCRETE SLABS

机译:钢筋混凝土平板中的剪力板行为

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摘要

As a basis for innovative composite structures with horizontally lying headed studs in thin reinforced concrete slabs results of investigations about the carrying behavior under vertical shear and combined vertical and longitudinal shear are presented. The significance of the reinforcement and the influence of various other design parameters for the carrying capacity and the deformation behavior are demonstrated and assessed. A design method for the application of lying shear studs in practice is illustrated.
机译:作为创新的复合材料结构的基础,该结构在薄型钢筋混凝土平板中具有水平放置的双头螺栓,并提供了有关垂直剪切以及垂直和纵向组合剪切作用下的承载性能的研究结果。演示并评估了钢筋的重要性以及其他各种设计参数对承载能力和变形行为的影响。阐述了在实践中应用卧式抗剪栓钉的设计方法。

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