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％.
关键词
钢-混凝土组合板/两跨连续组合板/静力性能/有限元模型
Key words
steel-concrete composite slab/two-span continuous composite plate/static perform-ance/finite element model
维普
万方数据