Punching shear analysis of slab-column connections

In this study, numerical simulations of the experimental behaviour of reinforced concrete slabs tested under punching by the authors are presented. The capabilities and limitations of the numerical model to reproduce the brittle shear failure are discussed.

Bibliographic Details
Main Author: Moreno, Carlos (author)
Other Authors: Sarmento, Ana Maria (author)
Format: conferenceObject
Language:eng
Published: 2014
Subjects:
Online Access:http://hdl.handle.net/10198/11268
Country:Portugal
Oai:oai:bibliotecadigital.ipb.pt:10198/11268