科研之友
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摘要
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.
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