Numerical Modelling of Flat Slabs with Different Amounts of Double-Headed Studs as Punching Shear Reinforcement

Increasing the shear reinforcement ratio (ρ<sub>w</sub>) can help meet architectural and structural requirements but often results in less reliable punching strength estimates from design codes. Nonlinear finite element analysis (NLFEA) has the potential to support a thorough assessment...

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Bibliographic Details
Published in:Buildings
Main Authors: Frederico P. Maués, Mauricio P. Ferreira, Rafael A. S. Díaz, Elyson A. P. Liberati, Leandro M. Trautwein, João P. B. Santos
Format: Article
Language:English
Published: MDPI AG 2025-03-01
Subjects:
punching shear
shear reinforcement
flat slabs
nonlinear analysis
finite element
Online Access:https://www.mdpi.com/2075-5309/15/6/960

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https://www.mdpi.com/2075-5309/15/6/960

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