Steel Collar Strengthening of a Slab-Column Connection under Eccentric Load

Authors

  • Hanaa Abdulbaset Ali Department of Civil Engineering, University of Baghdad, Iraq
  • Mohannad H. Al-Sherrawi Department of Civil Engineering, University of Baghdad, Iraq
Volume: 14 | Issue: 3 | Pages: 14677-14684 | June 2024 | https://doi.org/10.48084/etasr.7391

Abstract

The current study focuses on the punching shear resistance of reinforced concrete flat slabs with steel collars, examining it both experimentally and numerically. Six square flat slab specimens were casted and tested under static load, axial load, and eccentric load. The effects of the steel collars and eccentricity on the load-displacement behavior, ultimate load capacity, cracking load, failure mode, stiffness, failure angle, and ductility, were investigated. The results demonstrated that using steel collars in slab-column connection greatly increases the shear capacity of the slab under eccentric loads and moments. The strengthened slabs' ultimate capacity increased by 34% and 61%, respectively, compared to that of the slabs without collars. ABAQUS simulation results were in good accordance with the experiments. The findings underline the efficiency of the steel collars in increasing the efficiency of slab-column connections with punching shear, which is a cost-effective strengthening technique. This research provides knowledge about slab-column connections and offers relevant indications for the design and strengthening of the construction.

Keywords:

slab-column connection , flat slab, steel collar

Downloads

Download data is not yet available.

References

P. G. Fernández, A. Marí, and E. Oller, "Theoretical prediction of the punching shear strength of concrete flat slabs under in-plane tensile forces," Engineering Structures, vol. 229, Feb. 2021, Art. no. 111632.

A. Ngab and M. S. Shahin, "A Simple Equation for Predicting the Punching Shear Capacity of Normal and High Strength Concrete Flat Plates," International Journal of Engineering Research & Technology, vol. 10, no. 3, pp. 678–688, Mar. 2021.

A. A. Jaafer, R. AL-Shadidi, and S. L. Kareem, "Enhancing the Punching Load Capacity of Reinforced Concrete Slabs Using an External Epoxy-Steel Wire Mesh Composite," Fibers, vol. 7, no. 8, Aug. 2019, Art. no. 68.

D. Vargas, E. O. L. Lantsoght, and A. S. Genikomsou, "Flat Slabs in Eccentric Punching Shear: Experimental Database and Code Analysis," Buildings, vol. 12, no. 12, Dec. 2022, Art. no. 2092.

B. Binici and O. Bayrak, "Punching Shear Strengthening of Reinforced Concrete Flat Plates Using Carbon Fiber Reinforced Polymers," Journal of Structural Engineering, vol. 129, no. 9, pp. 1173–1182, Sep. 2003.

A. Hameed, H. Husain, and M. Al-Sherrawi, "Analysis of Corner Column-Slab Connections in Concrete Flat Plates," East African Scholars Journal of Engineering and Computer Sciences, vol. 2, no. 1, pp. 37–46, Jan. 2019.

M. H. Makhlouf, G. Ismail, A. H. Abdel Kreem, and M. I. Badawi, "Investigation of transverse reinforcement for R.C flat slabs against punching shear and comparison with innovative strengthening technique using FRP ropes," Case Studies in Construction Materials, vol. 18, Jul. 2023, Art. no. e01935.

K. F. El-Kashif, E. A. Ahmed, and H. M. Salem, "Experimental investigation of strengthening slab-column connections with CFRP fan," Ain Shams Engineering Journal, vol. 10, no. 3, pp. 639–650, Sep. 2019.

H. S. Askar, "Usage of prestressed vertical bolts for retrofitting flat slabs damaged due to punching shear," Alexandria Engineering Journal, vol. 54, no. 3, pp. 509–518, Sep. 2015.

B. Q. Abdulrahman and O. Q. Aziz, "Strengthening RC flat slab-column connections with FRP composites: A review and comparative study," Journal of King Saud University - Engineering Sciences, vol. 33, no. 7, pp. 471–481, Nov. 2021.

A. Salama, "Punching shear behavior Of GFRP-RC edge slab column connections with and without shear stirrups reinforcement," Ph.D. dissertation, University of Sherbrooke, Sherbrooke, Canada, 2019.

M. Lapi, A. P. Ramos, and M. Orlando, "Flat slab strengthening techniques against punching-shear," Engineering Structures, vol. 180, pp. 160–180, Feb. 2019.

S. Kadhim and H. Ammash, "Steel Stiffeners for Enhancement of Slab-Column Connections," Al-Qadisiyah Journal for Engineering Sciences, vol. 12, no. 4, pp. 199–206, Dec. 2019.

A. A. Abdulhussein and M. H. Al-Sherrawi, "Experimental study on strengthening punching shear in concrete flat plates by steel collars," AIP Conference Proceedings, vol. 2651, no. 1, Mar. 2023, Art. no. 020026.

H. K. Ammash, S. S. Kadhim, and M. K. Dhahir, "Repairing half-loaded flat slabs against punching shear using steel stiffeners," Case Studies in Construction Materials, vol. 16, Jun. 2022, Art. no. e01032.

K. F. El-Kashif, E. A. Ahmed, and H. M. Salem, "Experimental investigation of strengthening slab-column connections with CFRP fan," Ain Shams Engineering Journal, vol. 10, no. 3, pp. 639–650, Sep. 2019.

M. Zahid and S. Al-Zaidee, "Validated Finite Element Modeling of Lightweight Concrete Floors Stiffened and Strengthened with FRP," Engineering, Technology & Applied Science Research, vol. 13, no. 4, pp. 11387–11392, Aug. 2023.

A. E. Salama, M. Hassan, and B. Benmokrane, "Effectiveness of Glass Fiber-Reinforced Polymer Stirrups as Shear Reinforcement in Glass Fiber-Reinforced Polymer- Reinforced Concrete Edge Slab-Column Connections," Structural Journal, vol. 116, no. 5, pp. 97–112, Sep. 2019.

A. A. Abdulhussein and M. H. Al-Sherrawi, "Experimental and Numerical Analysis of the Punching Shear Resistance Strengthening of Concrete Flat Plates by Steel Collars," Engineering, Technology & Applied Science Research, vol. 11, no. 6, pp. 7853–7860, Dec. 2021.

Widianto, "Rehabilitation of Reinforced Concrete Slab-column Connections for Two-way Shear," Ph.D. dissertation, The University of Texas at Austin, Austin TX, USA, 2006.

ACI Committee 318, ACI CODE-318-19: Building Code Requirements for Structural Concrete and Commentary. Farmington Hills, MI, USA: ACI, 2019.

Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens, West Conshohocken, PA, USA: ASTM International, 2019.

ASTM C496/C496M-17 : Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. West Conshohocken, PA, USA: ASTM International, 2017.

ASTM C78/C78M-21, Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading), West Conshohocken, PA, USA: ASTM International, 2021.

Z. A. Neamah and M. A. Al-Ramahee, "Punching shear strength of flat slab strengthened with reinforced concrete column capital under bi-axial loading," IOP Conference Series: Materials Science and Engineering, vol. 1067, no. 1, Oct. 2021, Art. no. 012005.

A. M. Abdel-Rahman, N. Z. Hassan, and A. M. Soliman, "Punching shear behavior of reinforced concrete slabs using steel fibers in the mix," HBRC Journal, vol. 14, no. 3, pp. 272–281, Dec. 2018.

M. H. Makhlouf, G. Ismail, A. H. Abdel Kreem, and M. I. Badawi, "Investigation of transverse reinforcement for R.C flat slabs against punching shear and comparison with innovative strengthening technique using FRP ropes," Case Studies in Construction Materials, vol. 18, Jul. 2023, Art. no. e01935.

A. H. Jasim and H. K. Ammash, "Effect of using column capital on the punching shear strength of flat slab-edge column connection under eccentric loading," Journal of Physics: Conference Series, vol. 1895, no. 1, Feb. 2021, Art. no. 012060.

Downloads

How to Cite

[1]
Ali, H.A. and Al-Sherrawi, M.H. 2024. Steel Collar Strengthening of a Slab-Column Connection under Eccentric Load. Engineering, Technology & Applied Science Research. 14, 3 (Jun. 2024), 14677–14684. DOI:https://doi.org/10.48084/etasr.7391.

Metrics

Abstract Views: 301
PDF Downloads: 292

Metrics Information

Most read articles by the same author(s)