Wu Fangbo, Liu Biao, Li Jun, Deng Libin, Huang Lu. EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF STRUCTURAL MEASURES FOR JOINTS BETWEEN NEW TYPE OF SUPERPOSED SLABS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 50-56. doi: 10.13204/j.gyjz201502012
Citation:
Wu Fangbo, Liu Biao, Li Jun, Deng Libin, Huang Lu. EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF STRUCTURAL MEASURES FOR JOINTS BETWEEN NEW TYPE OF SUPERPOSED SLABS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 50-56. doi: 10.13204/j.gyjz201502012
Wu Fangbo, Liu Biao, Li Jun, Deng Libin, Huang Lu. EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF STRUCTURAL MEASURES FOR JOINTS BETWEEN NEW TYPE OF SUPERPOSED SLABS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 50-56. doi: 10.13204/j.gyjz201502012
Citation:
Wu Fangbo, Liu Biao, Li Jun, Deng Libin, Huang Lu. EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF STRUCTURAL MEASURES FOR JOINTS BETWEEN NEW TYPE OF SUPERPOSED SLABS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 50-56. doi: 10.13204/j.gyjz201502012
A new type of structural measure was put forward to improve the mechanical property of the flat-fell seam in two-way concrete composite floor. Monotonic tests were conducted on a composite slab strip,a composite slab strip with the flat-fell seam but no enhancing measures and a composite slab strip with enhancing measures on the flat-fell seam. The test results showed that lamination tears phenomenon was easily occurred on untreated rough surface when the joints in the composite slabs were not enhanced. After the crack-resisting steel bar was set on the joint,the limit bearing capacity of the slab strip would be greatly increased,but its effect on the short-period stiffness after cracking was little. The element analysis by ABAQUS 6. 11 program was conducted and the results between test and analysis were close; the impact of in the number of joints on the specimen's mechanical performance was also studied,which provided a basis for the further investigation of concrete superposed floor slabs.