Please use this identifier to cite or link to this item: http://repositorio.unicamp.br/jspui/handle/REPOSIP/345303
Type: Artigo
Title: A theoretical-experimental analysis of beam behavior in structural masonry
Author: Landini, F. S.
Zago, C. S.
Moreno Junior, A. L.
Abstract: This study presents a theoretical-experimental evaluation of the behavior of reinforced masonry beams consisting of concrete blocks subjected to flexure and shear. Four beams were evaluated in the laboratory. Two of the beams were designed to fail in flexure such that the longitudinal flexural reinforcement yielded resulting in failure of the beam, while with the other two, reinforcement was included to induce a shear type of failure. Finally, a comparison between the experimental results and those predicted according to the standard procedures of Alvenaria Estrutural – Blocos de concreto – Parte 1: Projeto (Structural Masonry – Concrete Blocks – Part 1: Design) and ACI 530-05:2007 (Building Code Requirements for Masonry Structures) was undertaken
Subject: Resistencia ao cisalhamento
Vigas de concreto
Country: Reino Unido
Editor: British Masonry Society
Rights: Fechado
Address: https://www.masonry.org.uk/downloads/a-theoretical-experimental-analysis-of-beam-behavior-in-structural-masonry/
Date Issue: 2015
Appears in Collections:FEC - Artigos e Outros Documentos

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