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© 2026 IJSREM – International Journal of Scientific Research in Engineering and Management. This is an open-access journal. Articles are published under the Creative Commons Attribution (CC BY 4.0) License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:10.55041/IJSREM34199

Strengthening of Cutout in a Composite Slab

Stream/Area:

-

Subject:

-

Paper ID:

10.55041/IJSREM34199

Volume:

8 |

5 |

May 2024

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM34199

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

PK

Prince Kesav

DAP

Dr Abhilasha P.S

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Abstract

This work focuses on the experimental investigation of the behavior of a biaxial geogrid-stimulated composite slab with an opening close to the support. The usage of composite decking slabs in contemporary buildings is growing daily because of their cost-effectiveness in terms of strength, finance, and labor efficiency. Therefore, a cutout in these slabs causes a loss of strength. The mechanical behavior of composite floors, including the deck slab’s stability, rigidity, and bearing capacity, is impacted by openings in the floor structures. Typically, openings are made for storm drain pipes, mechanical ducting, or a collection of tiny holes. This research investigates the effectiveness and proper orientation of strengthening the composite slab with geogrids to mitigate the impact of openings on structural performance

KEYWORDS

Composite Slab Cutout Geogrid Flexural Behaviour

Cite This Article

Prince Kesav, Dr Abhilasha P.S, "Strengthening of Cutout in a Composite Slab," International Journal of Scientific Research in Engineering and Management, vol. 8, no. 5, May 2024. https://doi.org/10.55041/IJSREM34199

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Publication Date

12/31/45433

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Review Rounds: 2

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