Mechanical Behavior Analysis of CHC Steel-concrete Composite Joints in Prefabricated Subway Stations
(1.China Railway 14th Bureau Group Tunnel Engineering Co., Jinan 250000; 2. National Key Laboratory of Disaster Prevention and Control and Intelligent Construction and Maintenance of Tunnel Engineering, Guangzhou 510000; 3. School of Aeronautics and Astronautics, Sun Yat-sen University, Shenzhen 518107; 4. School of Civil Engineering, Sun Yat-sen University, Zhuhai 519000)
Abstract：
Under the combined effects of uncertain construction loads and environmental loads, the bending stiff? ness of joints in prefabricated subway stations exhibits significant nonlinear characteristics, complicating the process of force and deformation evolution at the joints. To reveal the bending deformation development of CHC (Cshaped steel + H-shaped steel + C-shaped steel) steel-concrete composite joints in prefabricated subway stations under the combined action of axial force and bending moment, a new joint mechanical model with five bending modes is proposed. By solving the deformation and its evolution under different bending modes, the strain distribution regions of each bending mode and the identification methods are discussed. Finally, based on the mechanical model and monitoring data, the spatial-temporal distribution characteristics of circumferential joint forces were obtained. The results indicate that the calculated axial force of the prefabricated subway station joints ranges between 0 and 30 MN, and the bending moment ranges between -3 and 2 MN·m. Most of the joints are in Bending Mode I,and the mechanical response of the overall structure is more sensitive to construction loads and backfill influences.
2024, Vol. 61 