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Study on Bearing Capacity Formula and Influence Factors of PBH Shear Connectors

机译:PBH剪切连接器承载力公式及影响因素研究

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摘要

Based on structure principle of shear connector, a new type of perfobond hoop has been proposed. The mechanical advantage of PBH has been compared to traditional shear connector by mechanical analysis. According to the measurement and reinforcement requirement suggested by ECSS, the finite element model has been established. The important design parameters which have influence on carrying capacity of PBH shear connector have been analyzed, such as concrete strength, hole numbers, bore diameter, bar diameter and the thickness of steel plate with hole. Carrying capacity calculation expression of PBH shear connector was put forward by regression analysis. The calculation expression has been verified by four groups of shear resistance experiments and the test results agree well with the calculated value by the expression.
机译:基于剪切连接器的结构原理,提出了一种新型的Perfobond环。通过机械分析,已将PBH的机械优势与传统的剪切连接器进行了比较。根据ECSS建议的测量和加固要求,建立了有限元模型。分析了影响PBH剪切连接器承载能力的重要设计参数,例如混凝土强度,孔数,孔直径,钢筋直径和带孔钢板的厚度。通过回归分析,提出了PBH剪切连接器的承载力计算表达式。通过四组抗剪试验验证了计算表达式,计算结果与表达式计算值吻合较好。

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