Experimental Investigation on Bending Performance of Steel-Concrete Composite Slim Beams

Yu Chen Jiang; Xia Min Hu; Huai Dong Yan

doi:10.4028/www.scientific.net/KEM.853.182

Paper Titles

Effect of Stress Fields on Acoustic Emission during Delayed Fracture of Glass
p.157

Evaluation of the Modulus of Elasticity for Dry Press Lightweight EPS Concrete
p.165

Durability Performances of Aramid Fiber Reinforced Polymer as Reinforcement Material for Concrete Structures in Cold Regions
p.171

Analytical Computational Models for Relationship between Ultimate Bending Moment of Concrete Segments and Axial Force
p.177

Experimental Investigation on Bending Performance of Steel-Concrete Composite Slim Beams
p.182

Study on Degradation Factor Adsorption Effect by Epoxy Resin with Functional Adsorbent
p.187

Effect of Aggregate Max Size on the Rheological Properties of Self Consolidating Concrete
p.193

Experimental Verification of Chemical Admixture to Reduce Stiffness of Concrete
p.198

A Building Envelope Coating Provides Radiative-Cooling Effect for Subtropics
p.209

HomeKey Engineering MaterialsKey Engineering Materials Vol. 853Experimental Investigation on Bending Performance...

Experimental Investigation on Bending Performance of Steel-Concrete Composite Slim Beams

Abstract:

In this paper, the mechanical behavior of steel-concrete composite slim beams was investigated by experiments, and the influence of sectional dimension of steel beams on the bending stiffness and flexural capacity of composite slim beams was evaluated. Test results show that good cooperative performance can be achieved in steel-concrete composite slim beams and the relative slip between steel and concrete is very small. The steel-concrete slim beam presents considerable deformation ability beyond the service stage, which indicates that the composite slim beam has good ductility. In addition, sectional dimension of steel beams is proved to have significant influence on both the bending stiffness and flexural capacity of composite slim beams.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Key Engineering Materials (Volume 853)

Pages:

182-186

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.853.182

Citation:

Cite this paper

Online since:

July 2020

Authors:

Yu Chen Jiang*, Xia Min Hu, Huai Dong Yan

Keywords:

Bending Stiffness, Composite Slim Beam, Experimental Investigation, Flexural Capacity

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Siokola W, Ringsmuth E. Trapezblechbogen-Verbunddecke Eine altbekannte Bauweise mit modernen Baustoffen neu entdeckt [J]. Stahlbau Rundschau, 1997, 89: 33-34.

Google Scholar

[2] Ma Z, Mäkeläinen P. Behavior of composite slim floor structures in fire [J]. Journal of Structural Engineering, 2000, 126(7): 830-837.

DOI: 10.1061/(asce)0733-9445(2000)126:7(830)

Google Scholar

[3] Nádaský P. Steel-concrete composite beams for slim floors–specific design features in scope of steel frames design [J]. Procedia Engineering, 2012, 40: 274-279.

DOI: 10.1016/j.proeng.2012.07.093

Google Scholar

[4] Chen S, Limazie T. Composite slim floor beams with innovative shear connections [J]. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 2017, 171(1): 29-37.

DOI: 10.1680/jstbu.16.00171

Google Scholar

[5] Hosseinpour E, Baharom S, Badaruzzaman W H W, et al. Push-out test on the web opening shear connector for a slim-floor steel beam: Experimental and analytical study [J]. Engineering Structures, 2018, 163: 137-152.

DOI: 10.1016/j.engstruct.2018.02.047

Google Scholar

[6] Sheehan T, Dai X, Yang J, et al. Flexural behaviour of composite slim floor beams [C]//Structures. Elsevier, 2019, 21: 22-32.

DOI: 10.1016/j.istruc.2019.06.021

Google Scholar

[7] Specifications, Concrete Structure Design. GB50010-2010., China Building Industry Press: Beijing, China (2011).

Google Scholar