Non-Linear Analysis of Flat Slabs Prestressed with Unbonded Tendons Submitted to Punching Shear

This article describes a numerical study for the evaluation of the punching shear behavior of non-adherent prestressed flat slabs without shear reinforcement. Nonlinear three-dimensional models were used, along with the finite element method (FEA) through the ATENA software in order to validate the...

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Bibliographic Details

Published in:	Buildings
Main Authors:	Heraldo Brigo, Luana J. Ashihara, Marília G. Marques, Elyson A. P. Liberati
Format:	Article
Language:	English
Published:	MDPI AG 2023-03-01
Subjects:	punching shear flat slabs prestressed concrete non-linear analysis
Online Access:	https://www.mdpi.com/2075-5309/13/4/923