Article

Ultimate Limit State of Punching in the (fib) FIP Recomendations for the Design of Post-Tensioned Slabs and Foundations

Structural Concrete

Valter José Guia Lúcio; Júlio António da Silva Appleton; João F. Almeida — 2000

Key information

Authors:

Valter José Guia Lúcio; Júlio António da Silva Appleton (Júlio António da Silva Appleton); João F. Almeida (João Carlos De Oliveira Fernandes de Almeida)

Published in

2000

Abstract

This paper describes the formulation of the Ultimate Limit State of punching resistance of prestressed slabs proposed in the new FIP Recommendations for the design of post-tensioned slabs and foundation rafts. The prestress effects were considered on the action side defining an effective applied punching load. For the evaluation of the punching resostance, CEB-FIP Model Code 90 was followed. An example of the application of this method to an interior column of a prestressed flat slab is presented.

Publication details

Authors in the community:

Title of the publication container

Structural Concrete

First page or article number

143

Last page

149

Volume

1

Issue

3

Fields of Science and Technology (FOS)

civil-engineering - Civil engineering

Publication language (ISO code)

eng - English

Rights type:

Only metadata available