【作者】 白力更； 姜维山；

【Author】 BAI Ligeng;JIANG Weishan;Centeral Research Institute of Building and Construction Co.Ltd,MCC;Xi’an University of Architecture and Technology;

【机构】 中冶建筑研究总院有限公司； 西安建筑科技大学；

【摘要】 依据型钢混凝土构件破坏形态,以桁架理论文基础,建立了型钢混凝土剪切黏结破坏的受剪计算模型,并推导了受剪公式。用以往的试验数据对模型和计算公式进行了验证,计算模型和公式与试验吻合较好且偏于安全。更多还原

【Abstract】 In this paper,based on the failure form of the steel concrete member,the shear calculation model of the shear bond failure of the section steel concrete was established based on the truss theory,and the shear formula was derived.The model and formula are verified by the previous experimental data,and the calculation model and formula were in good agreement with the test and are safe.更多还原