In order to investigate the influence of multiple factors on the static performance of two-span continuous steel-concrete composite slabs,a finite element model of the static performance of composite slabs was established by using ABAQUS software.The reliability of the model was veri-fied by seven sets of full-scale test data.The results show that the finite element model can effec-tively predict the static performance of steel-concrete composite slabs,and the maximum difference between the predicted value of the ultimate bearing capacity of the specimens and the experimental results is 8.0％.At the same time,in the prediction of bending moment,the maximum difference between the finite element prediction value and the test result is 4.0％.
steel-concrete composite slabtwo-span continuous composite platestatic perform-ancefinite element model
万方数据
维普
