Comparison of the Bending Strenght of a Steel Plate–Concrete Composite Beams Defined Experimentally, Theoretically And Numerically

Archives of civil engineering

article

Dawid Kisała¹  Kazimierz Furtak² 

[1] Prescient Sp. z o.o.;Faculty of Civil Engineerinng, Cracow University of Technology

关键词: concrete;    steel;    composite beam;    bending strength;    experimental tests;   

DOI  :  10.24425/ace.2020.134417

学科分类：建筑学

来源: Polska Akademia Nauk * Instytut Podstawowych Problemow Techniki / Polish Academy of Sciences, Institute of Fundamental Technological Research

【 摘 要 】

The aim of the paper was to assess the bending strength of steel plate - concrete composite members, based on an experimental study performed by the authors together with theoretical and numerical analyses. The values of the mechanical parameters of the materials the beams were made from were adopted on the basis of the tests results. The proposed solutions have been verified by experiment. For this purpose the results of tests performed by the authors and other researchers have been used. The former ones are original, and the way of their presentation makes them applicable by other researchers. Following the results it can be stated that with respect to bending strengths from the experimental study the results obtained from the theoretical analysis are underestimated 6,6 % on average. The results based on the numerical analysis, on the other hand, are overestimated by - 7,5 % on average. The results of the theoretical and numerical analyses indicate that the interface slip between the steel plate and concrete part affect the bending strength of steel plate-concrete composite beams only slightly (about 2% on average).

【 授权许可】

Unknown