Transition between Shear and Punching in Reinforced Concrete Slabs

Transition between Shear and Punching in Reinforced Concrete Slabs: Review and Predictions with ACI Code Expressions

de Sousa, Alex M.D. (Universidade de São Paulo)
Lantsoght, E.O.L. (TU Delft Concrete Structures; Universidad San Francisco de Quito)
El Debs, Mounir K. (Universidade de São Paulo)

2023

One-way slabs under concentrated loads may fail by one-way shear, two-way shear, flexure, or a combination of these modes. This paper reviews shear and punching shear-failure mechanisms of one-way slabs under concentrated loads tested from the literature and investigates the accuracy of different approaches to predict the ultimate capacity for such slabs using the ACI code expressions. A database with 160 test results was evaluated. Shear and concentrated loads measured at failure were reviewed according to parameters such as the load position, slab width, and reinforcement ratios. The load position and slab width play a marked influence on the failure mechanism and tested loads. The analyses improved the understanding of the main parameters influencing the behavior of one-way slabs under concentrated loads. Finally, the proposed effective shear width expression enables accurate shear capacity predictions using the ACI code expressions.

one-way shear
one-way slabs
punching shear
slabs under concentrated loads
transitional shear failure modes

http://resolver.tudelft.nl/uuid:3d1e8494-0143-4579-b85e-35ebc38ed706

https://doi.org/10.14359/51738350

2023-07-03

0889-3241

ACI Structural Journal, 120 (2), 115-128

Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

Institutional Repository

journal article

© 2023 Alex M.D. de Sousa, E.O.L. Lantsoght, Mounir K. El Debs