Ultimate and service behavior of ferrocement roof slab panels

A. W. Hago; K. S. Al-Jabri; A. S. Alnuaimi; H. Al-Moqbali; M. A. Al-Kubaisy

doi:10.1016/j.conbuildmat.2004.04.034

Ultimate and service behavior of ferrocement roof slab panels

A. W. Hago^*, K. S. Al-Jabri, A. S. Alnuaimi, H. Al-Moqbali, M. A. Al-Kubaisy

^*Corresponding author for this work

Civil and Architectural Engineering

Research output: Contribution to journal › Article › peer-review

33 Citations (Scopus)

Abstract

The aim of this research paper is to study the ultimate and service behavior of ferrocement roof slab panels. The test results of six simply supported roof slab panels are presented. The parameters of study include: the effect of the percentage of wire mesh reinforcement by volume and the structural shape of the panels on the ultimate flexural strength, first crack load, crack spacing and load-deformation behavior. The results indicate that the use of monolithic shallow edge ferrocement beams with the panels considerably improves the service and ultimate behavior of the panels, irrespective of the number of steel layers used.

Original language	English
Pages (from-to)	31-37
Number of pages	7
Journal	Construction and Building Materials
Volume	19
Issue number	1
DOIs	https://doi.org/10.1016/j.conbuildmat.2004.04.034
Publication status	Published - Feb 2005

Keywords

Bending
Cracking
Deflections
Ferrocement
Reinforced concrete
Roof panels

ASJC Scopus subject areas

Civil and Structural Engineering
Materials Science(all)

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title = "Ultimate and service behavior of ferrocement roof slab panels",

abstract = "The aim of this research paper is to study the ultimate and service behavior of ferrocement roof slab panels. The test results of six simply supported roof slab panels are presented. The parameters of study include: the effect of the percentage of wire mesh reinforcement by volume and the structural shape of the panels on the ultimate flexural strength, first crack load, crack spacing and load-deformation behavior. The results indicate that the use of monolithic shallow edge ferrocement beams with the panels considerably improves the service and ultimate behavior of the panels, irrespective of the number of steel layers used.",

keywords = "Bending, Cracking, Deflections, Ferrocement, Reinforced concrete, Roof panels",

author = "Hago, {A. W.} and Al-Jabri, {K. S.} and Alnuaimi, {A. S.} and H. Al-Moqbali and Al-Kubaisy, {M. A.}",

year = "2005",

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T1 - Ultimate and service behavior of ferrocement roof slab panels

AU - Hago, A. W.

AU - Al-Jabri, K. S.

AU - Alnuaimi, A. S.

AU - Al-Moqbali, H.

AU - Al-Kubaisy, M. A.

PY - 2005/2

Y1 - 2005/2

N2 - The aim of this research paper is to study the ultimate and service behavior of ferrocement roof slab panels. The test results of six simply supported roof slab panels are presented. The parameters of study include: the effect of the percentage of wire mesh reinforcement by volume and the structural shape of the panels on the ultimate flexural strength, first crack load, crack spacing and load-deformation behavior. The results indicate that the use of monolithic shallow edge ferrocement beams with the panels considerably improves the service and ultimate behavior of the panels, irrespective of the number of steel layers used.

AB - The aim of this research paper is to study the ultimate and service behavior of ferrocement roof slab panels. The test results of six simply supported roof slab panels are presented. The parameters of study include: the effect of the percentage of wire mesh reinforcement by volume and the structural shape of the panels on the ultimate flexural strength, first crack load, crack spacing and load-deformation behavior. The results indicate that the use of monolithic shallow edge ferrocement beams with the panels considerably improves the service and ultimate behavior of the panels, irrespective of the number of steel layers used.

KW - Bending

KW - Cracking

KW - Deflections

KW - Ferrocement

KW - Reinforced concrete

KW - Roof panels

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