摘要
首先将混凝土中的栓钉类比为土体中的桩基;然后根据m法建立了混凝土中栓钉变形的平衡微分方程;再采用幂级数法对该平衡微分方程进行求解,得到了栓钉剪切刚度计算的通用公式及荷载-滑移本构关系曲线。将本文推导的理论结果与国内外文献的结果进行对比分析,验证了本文结果的正确性。
Firstly,the shear connectors buried in concrete are regarded as the piles buried in the solid.Then,an equilibrium differential equations of shear connector is conducted based on the m method assumption for pile.After that,an analytic method for calculating the slip stiffness of shear connector has been proposed by solving the differential equations using the power series expansion,and a constitutive relation between load and slip is established.The accuracy of the proposed method is verified by comparing with the theoretical results and experimental results proposed by literatures.
作者
徐家慧
张石波
黄永辉
李平杰
Xu Jiahui;Zhang Shibo;Huang Yonghui;Li Pingjie(Guangzhou Urban Planning&Design Survey Research Institute,510060,Guangzhou,China;Guangzhou Public Resources Trading Center,510630,Guangzhou,China;School of Civil Engineering and Transportation,South China University of Technology,510640,Guangzhou,China;Research Center for Wind Engineering and Engineering Vibration,Guangzhou University,510006,Guangzhou,China;CCCC Fourth Harbor Engineering Institute Co.,Ltd.,510230,Guangzhou,China)
出处
《应用力学学报》
CAS
CSCD
北大核心
2021年第4期1690-1697,共8页
Chinese Journal of Applied Mechanics
基金
国家自然科学基金(51678169)
广州市珠江科技新星专项资助(201806010162)。
关键词
组合梁
剪力件
桩基
M法
剪切刚度
理论推导
composite beam
shear connector
pile
m method
shear stiffness
theoretical derivation
