Proceedings of the International Conference on Civil Engineering and Architecture for Sustainable Infrastructure Development and Environment (CEASIDE 2025)

Enhancement of Shear Connections in Shallow Floor Beams: A Comprehensive Review

Authors
Remya Raju1, *, P. Seena2
1Ph.D. Scholar, Civil Engineering Department, GEC Thrissur, Thrissur, Kerala, India
2Professor, Civil Engineering Department, GEC Thrissur, Thrissur, Kerala, India
*Corresponding author. Email: 24p004@gectcr.ac.in
Corresponding Author
Remya Raju
Available Online 29 December 2025.
DOI
10.2991/978-94-6463-936-0_9How to use a DOI?
Keywords
Slim floor beams; Shear connectors; Composite action
Abstract

Shallow floor systems, particularly Slim Floor Beams (SFBs), have gained significant traction in modern construction due to their ability to reduce floor-to-floor height, improve architectural flexibility, and facilitate service integration. However, the limited slab depth in these systems imposes constraints on conventional shear connectors, such as headed studs, necessitating alternative connection strategies. This review presents a comprehensive evaluation of the structural performance of various shear connectors developed for use in shallow floor beams. The paper categorizes and critically examines connector types including concrete dowels, transverse tie-bars, hybrid systems, hollow steel tubes, and geometrically optimized web openings based on findings from experimental studies and numerical simulations. Push-out and flexural bending tests are reviewed to highlight load-slip behavior, failure modes, and ductility characteristics. Finite element models are also discussed for their role in predicting connector performance under different design variables. The review concludes by identifying current research gaps, such as the lack of standardized design guidelines, and emphasizes the need for future work focusing on long-term behavior, dynamic loading, and code integration. The findings aim to support the development of safer, more efficient, and cost-effective shear connection solutions for composite shallow floor systems.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the International Conference on Civil Engineering and Architecture for Sustainable Infrastructure Development and Environment (CEASIDE 2025)
Series
Atlantis Highlights in Sustainable Development
Publication Date
29 December 2025
ISBN
978-94-6463-936-0
ISSN
3005-155X
DOI
10.2991/978-94-6463-936-0_9How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Remya Raju
AU  - P. Seena
PY  - 2025
DA  - 2025/12/29
TI  - Enhancement of Shear Connections in Shallow Floor Beams: A Comprehensive Review
BT  - Proceedings of the International Conference on Civil Engineering and Architecture for Sustainable Infrastructure Development and Environment (CEASIDE 2025)
PB  - Atlantis Press
SP  - 110
EP  - 121
SN  - 3005-155X
UR  - https://doi.org/10.2991/978-94-6463-936-0_9
DO  - 10.2991/978-94-6463-936-0_9
ID  - Raju2025
ER  -