Vol. 15 No. 01 (2025): Journal of Materials & Construction
##common.pageHeaderLogo.altText##
JOURNAL OF MATERIALS & CONSTRUCTION

ISSN: 2734-9438

Website: www.jomc.vn

Determining longitudinal shear resistance of the steel-concrete composite slab by the m-k semi-empirical method

Van Phuoc Nhan Le , Thai Hung Vu

Keywords:

Longitudinal shear resistance
The m-k semi-empirical method
Perfobond shear connector
The relative slip
Shear capacity

Abstract

The failure of the steel-concrete composite slab may happen at the interface of the steel sheeting profile and the concrete slab when the longitudinal shear force exceeds the longitudinal shear resistance. The longitudinal shear resistance of the steel-concrete composite slab depends on the sheeting type and the dimensions of the slab section. Some methods have been used to enhance the longitudinal shear resistance, such as mechanical anchorage, frictional interlock, frictional interlock, … and so on. In this study, the perfobond shear connectors were used to improve the longitudinal shear resistance to restrain the relative slip between the sheeting profile and the concrete slab. The longitudinal shear resistance is determined by a standardized semi-empirical m-k method. The bending moment capacity obtained from the bending test was also compared to the predicted plastic moment resistance.

User Navigation

PDF

How to Cite

Le Van Phuoc Nhan, & Vu Thai Hung. (2025). Determining longitudinal shear resistance of the steel-concrete composite slab by the m-k semi-empirical method. JOURNAL OF MATERIALS & CONSTRUCTION, 15(01), Page 207 – Page 211. https://doi.org/10.54772/jomc.v15i01.830

References

  1. M. R. Veldanda and M. U. Hosain, “Behaviour of Perfobond Rib Shear Connectors: Push-out Test”, Canadian Journal of Civil Engineering, No. 19, pp. 1-10, 1992.
  2. E. C. Oguejiofor and M. U. Hosain, “A Parametric Study of Perfobond Rib Shear Connectors”, Canadian Journal of Civil Engineering, No. 21, pp. 614-625, 1994.
  3. Isabel Valente and Paulo J. S. Cruz, “Experimental Analysis of Perfobond Shear Connection between Steel and Lightweight Concrete”, Journal of Constructional Steel Research, No. 60, pp. 465–479, (2004).
  4. J. P. S. Cândido-Mar, L.F. Costa-Neves, P. C. G. da S. Vellasco, “Experimental evaluation of the structural response of Perfobond shear connectors”, Journal of Engineering Structures, Vol. 32, pp. 1976–1985, (2010).
  5. Qingtian Su, Guotao Yang, and Mark A. Bradford, “Bearing Capacity of Perfobond Rib Shear Connectors in Composite Girder Bridges”, Journal of Bridge Engineering, ASCE, Volume 21, Issue 4, pp. 06015009-1-7, (2016).
  6. Thi Hai Vinh Chu, Duc Vinh Bui, Van Phuoc Nhan Le, In-Tae Kim, Jin-Hee Ahn, and Duy Kien Dao, “Shear resistance behaviors of a newly puzzle shape of crestbond rib shear connector: An experimental study”, Steel and Composite Structures, Vol. 21, No. 5, pp. 1157-1182, (2016).
  7. Mohammed A. Al-Shuwaili, Alessandro Palmeri, Mariateresa Lombardo, “Experimental Characterisation of Perfobond Shear Connectors through A New One-sided Push-out Test”, Procedia Structural Integrity, Volume 13, pp. 2024-2029, (2018).
  8. Shuangjie Zheng, Yuqing Liu, Yangqing Liu, Chen Zhao, “Experimental and Numerical Study on Shear Resistance of Notched Perfobond Shear Connector”, Materials 2019, 12, 341; doi:10.3390/ma12030341.
  9. Zhenxuan Yu, Shaohua He, Ayman S. Mosallam, Shuo Jiang and Wenxian Feng, “Experimental and Numerical Evaluation of Perfobond Rib Shear Connectors Embedded in Recycled Aggregate Concrete”, Advances in Civil Engineering, Vol. 12, pp. 1-16, (2020).
  10. P.C.G. da S. Vellasco, S.A.L. de Andrade, L.T.S. Ferreira, L.R.O. de Lima, “Semi-rigid composite frames with perfobond and T-rib connectors Part 1: Full-scale tests”, Journal of Constructional Steel Research, Vol. 63, pp. 263–279, (2007).
  11. J. da. C. Vianna, L.F. Costa-Neves, P. C. G. da S. Vellasco, S.A.L. de Andrade, “Structural Behaviour of T-Perfobond Shear Connectors in Composite Girders: An Experimental Approach”, Engineering Structures, Vol. 30, Issue 9, pp. 2381-2391, 2008.
  12. J. da. C. Vianna, L.F. Costa-Neves, P. C. G. da S. Vellasco, S.A.L. de Andrade, “Experimental Assessment of Perfobond and T-Perfobond Shear Connectors’ Structural Response”, Journal of Constructional Steel Research, Vol. 65, pp. 408–421, (2009).
  13. Kun-Soo Kim, Oneil Han, Won-Ho Heo, Sang-Hyo Kim, “Behavior of Y-type perfobond rib shear connection under different cyclic loading conditions”, Structures, Vol. 26, pp. 562-571, (2020).
  14. Course: Eurocode 4. Structural Steelwork Eurocodes – Development of a Trans-National Approach.
  15. TCVN 3118:2022, Hardened concrete – Test method for compressive strength. Vietnam National Institute of Standards and Quality.
  16. European Committee for Standardization (CEN). Design of composite steel and concrete structures, part 1.1. General rules and rules for building, ENV-1993-1-1. Eurocode, Brussels, Belgium, 1994.