Abstract
This article summarizes the results of 13 push-out specimens under the effect of different loading combinations including shear, torsion and negative bending moment. The objective of the project is to record the reductions in the capacity of the stud shear connector and the change in the behaviour of the composite section when torsion is applied. An equation is presented to calculate the produced axial force in the stud shear connector for sections subject to any loading combination. Modifications are performed to the well-known exponential formula representing the load-slip relation of the studs. Finite element application is conducted to simulate the behaviour of the composite section and the stud shear connector as well. The simulation shows a very good agreement with the experimental results.
Similar content being viewed by others
References
ANSYS Element Manual (1997) 9th edn. Swanson Analysis System Inc., Pennsylvania, USA
British Standard Institution (1990) Structural use of steel work in building, part 3, section 3.1: code of practice for design of composite beams. BS 5950. BSI, London
El-Shihy AM, Shehab El-Din H, Moy SSJ, Fawzy H, Mustafa SAA (2006) Partial interaction in composite beams subject to torsion in sagging moment region. In: 10th Arabian structural engineering conference, 13–15 Nov 2006, Kuwait
Fabbrocino G, Manfredi G, Cosenza E (1999) Non-linear analysis of composite beams under positive bending. Comput Struct 70:77–89
Gattesco N (1999) Analytical modelling of nonlinear behaviour of composite beams with deformable connection. J Constr Steel Res 52:195–218
Johnson RP (2004) Composite structures of steel and concrete, vol 1, Beams, columns, frames and applications in buildings, The constructional steel research and development organization, 3rd edn, 223 pp
Johnson RP, Molenstra N (1991) Partial shear connection in composite beams for buildings. Proc Inst Civ Eng Part 2 Res Theory 91:679–704
Manfredi G, Fabbrocino G, Cosenza E (1999) Modelling of steel–concrete composite beams under negative bending. J Eng Mech 125(6):654–662
Mottram JT, Johnson RP (1990) Push-out tests on studs welded through profiled steel sheeting. Struct Eng 68(10):187–193
Mustafa SAA (2006) Torsional effect on composite beams. PhD Thesis, Faculty of Engineering, Zagazig University, Zagazig
Nie J, Fan J, Cai CS (2004) Stiffness and deflection of steel–concrete composite beams under negative bending. ASCE J Struct Eng 130:1842–1851
Nie JG, Cai CS, Zhou TR, Li Y (2007) Experimental and analytical study of prestressed steel–concrete composite beams considering slip effect. ASCE J Struct Eng 135:530–540
Razaqpur AG, Nofal M (1989) A finite element for modeling the nonlinear behavior of shear connectors in composite structures. Comput Struct 32(1):169–174
Sebastian WM, McConnel R (2000) Nonlinear FE analysis of steel–concrete composite structures. ASCE J Struct Eng 126(6):662–674
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
El-Shihy, A.M., Moy, S.S.J., Shehab El-Din, H. et al. Torsional effect on steel–concrete composite sections subjected to negative moment. Mater Struct 45, 393–410 (2012). https://doi.org/10.1617/s11527-011-9772-3
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1617/s11527-011-9772-3