The CHC joint is a steel-concrete composite insert-type joint, which has been successfully implemented at the Shenzhen Pingxi Station in China, advantages in terms of construction efficiency and environmental sustainability. However, the design methodology for CHC joints remains unreported. This study begins by clarifying the moment-rotation relationship of CHC joints through experimental methods. Subsequently, a novel dual spring-rigid arm theoretical model to estimate the joint's bending stiffness is proposes. The model parameters are derived from a series of rigorous mechanical theoretical derivations, resulting in a concise explicit expression for the bending stiffness. Results indicate that the theoretical model can accurately estimate the bending stiffness of CHC joints during service, with an average error in the calculated results of just 2.1%. This innovative approach holds promise for broader application in joint design and analysis, offering valuable insights for future research and practical implementation.
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