Experimental study on performance of high ductility concrete T-ribbed composite floor slabs
LIU Fangren
TAO Yan
TAO Zhong
LU Kun
JIN Yifan
ZHANG Wenbin
TAO Yuxin
Abstract：In order to study the mechanical performance of the bottom plate of the T-ribbed composite slab(HTPKG slab)composed of assembled monolithic high ductility concrete(HDC),ribbed composite slab(PK slab)and cold-formed thin-wall steel,the static load test of four HTPKG prefabricated s lab specimens was carried out to study the stiffness and bearing capacity of HTPKG slab.The influence of span,upper flange width and web width on the compression performance and bearing capacity of HTPKG slab is analyzed,and the optimal slab type is selected.The test results show that cracks appear in the middle of the bottom span of the four components when loaded to 4.4～4.5 kN respectively,and no brittle fracture occurs until the extreme loading,indicating that the HTPKG plate has good bearing capacity and ductility characteristics.The performance of HPTKG-4 is the best.
Keywords：high ductility concretecomposite floor slabsstatic load testingdeflectionbearing capacity
Publication Date：2023-12-25
Online Publishing Date：2025-08-15(First online date of this platform, not the publication date of the document)
Pages：6( 55-60 )