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References (14)
-
Jun He, Yuqing Liu, Airong Chen, Dalei Wang, T. Yoda (2014)
Bending behavior of concrete-encased composite I-girder with corrugated steel webThin-walled Structures, 74
-
J. Hegger, Claus Goralski (2006)
Structural Behavior of Partially Concrete Encased Composite Sections with High Strength Concrete -
A. Jiang, Jing Chen, W. Jin (2013)
Experimental Study of Innovative Steel-Concrete Composite Beams under Hogging MomentAdvances in Structural Engineering, 16
-
R. Kindmann, R. Bergmann, L. Cajot, J. Schleich (1993)
Effect of reinforced concrete between the flanges of the steel profile of partially encased composite beamsJournal of Constructional Steel Research, 27
-
Yuchen Jiang, Xiamin Hu, Wan Hong, Boliang Wang (2016)
Experimental study and theoretical analysis of partially encased continuous composite beamsJournal of Constructional Steel Research, 117
-
S. Nardin, A. Debs (2009)
Study of partially encased composite beams with innovative position of stud boltsJournal of Constructional Steel Research, 65
-
P. Piloto, A. Gavilán, L. Mesquita (2011)
Temperature analysis on fire resistance experiments of partially encased beamsWIT Transactions on the Built Environment, 117
-
Jun He, Yuqing Liu, Airong Chen, T. Yoda (2012)
Shear behavior of partially encased composite I-girder with corrugated steel web: Experimental studyJournal of Constructional Steel Research, 79
-
V. Kvočáka, L. Drab (2012)
Partially-Encased Composite Thin-Walled Steel BeamsProcedia Engineering, 40
-
Z. Vrcelj, M. Bradford (2009)
Inelastic restrained distortional buckling of continuous composite T-beamsJournal of Constructional Steel Research, 65
-
P. Piloto, A. Gavilán, M. Zipponi, Alberto Marini, L. Mesquita, G. Plizzari (2013)
Experimental investigation of the fire resistance of partially encased beamsJournal of Constructional Steel Research, 80
-
Shunichi Nakamura, Naoya Narita (2003)
Bending and shear strengths of partially encased composite I-girdersJournal of Constructional Steel Research, 59
-
(2015)
Experimental study on bond slip behavior between section steel and concrete in partially encased composite members -
Shiming Chen, Xindi Wang (2012)
Finite Element Analysis of Distortional Lateral Buckling of Continuous Composite Beams with Transverse Web StiffenersAdvances in Structural Engineering, 15
- Publisher
- SAGE
- Copyright
- © The Author(s) 2016
- ISSN
- 1369-4332
- eISSN
- 2048-4011
- DOI
- 10.1177/1369433216654148
- Publisher site
- See Article on Publisher Site
Abstract
In order to investigate the mechanical behavior of the partially concrete encased composite beam under hogging moment, static loading tests were conducted on one conventional composite beam and three partially concrete encased composite beams. The results show that partially concrete encased composite beams have higher stiffness and flexural capacity under hogging moment as compared with conventional composite beams. It is also found that the concrete encasement is able to enhance the local bucking resistance of the steel beam and effectively reduces the propagation speed of crack width under hogging moment. By comparing different partially concrete encased composite beams, it is indicated that the stiffness and flexural capacity of partially concrete encased composite beams increase with the increase in reinforcement ratio of the concrete slab. Also, with the increase in the reinforcement ratio of the concrete slab, the distribution of cracks on the slab is denser and the propagation speed of crack width reduces. In addition, the calculation methods in both European code and Chinese code can well predict the crack width on the concrete slab, and the ultimate flexural capacity predicted from the simplified plastic theory in Eurocode 4 is in good agreement with test results.
Journal
Advances in Structural Engineering – SAGE
Published: Mar 1, 2017