Analysis of the influence of partiallly interactive connectors on load capacity of stell-concrete composite beam by taking into account cracks on slab
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Keywords:
steel-concrete composite beam
continuous beam
headed stud
shear connector
cracks
fully interactive connectors
incompletely interactive connectors
plastic moment resistance
reduction of plastic moment resistance
effective width of concrete flange
deflection
percentage of redistribution of moment resistance
Abstract
This paper presents results of study of applying Eurocode 4 (Europe) to analyze the influence of incompletely interactive connectors on the load bearing capacity (in terms of strength and deflection) of the steel-concrete composite beam by taking into account cracks on slab (reinforced steel-concrete or steel-concrete composite slab with profiled sheeting). In addition, the paper proposes some calculations to choose the reasonable percentage of redistribution of moment resistance for continuous steel-concrete composite beams to minimize the risk of cracking at sections of the two intermediate supports bearing negative moment and to effectively promote the participation on work of composite slab at the section bearing positive moment within span of beam.
References
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[1] Huynh Minh Son, a study on applying the steel-concrete composite slab on multi-story building in cities of Vietnam, summary report of science and technology thesis of ministry-level -2008.
[2] Pham Van Hoi, Steel-concrete composite structue, Publishing house of Sience and Technique, Hanoi-2006.
[3] P.R Johnson (2004), Composite structures of steel and concrete. Volume 1, Beames, Slaps Columns, and Frames for buildings, Blackwell Scientific Publications.
[4] Prof. Dr.Ing.U.Kuhlmann, Institute of Structural Design Universitat Stuttgart Gemany, Design of composite beams according to Eurocode 4-1-1 – 2006.
[5] Eurocode 3: Design of steel structures, Part 1-1: General rules and rules for building – 2004.
[6] Eurocode 4: Design of Composite Steel and Concrete Structures Part 1-1: General rules and rules for buildings-2006.
[7] 5574-2012, Reinfocement concrete structure - Vietnammese codes.
[8] Vo Duy Hai, A study on the influence of cracks on concrete slab incompletely interact with I-section steel beam on the bearing capacity of steel – concrete beam, Thesis of master degree on science, The University of Danang-2014.
[9] Jianguo Nie and C.S.Cai, P.E, M.ASCE, Steel-Concrte Composite Beams Considering Shear Slip Effects-2003.
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Published
Jun 30, 2015
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How to Cite
Huynh Minh Son. “Analysis of the Influence of Partiallly Interactive Connectors on Load Capacity of Stell-Concrete Composite Beam by Taking into Account Cracks on Slab ”. The University of Danang - Journal of Science and Technology, vol. 6, no. 91, June 2015, pp. 51-55, https://jst-ud.vn/jst-ud/article/view/2719.
