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 | |
| Publication status | Published - Feb 2005 |
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Keywords
- Bending
- Cracking
- Deflections
- Ferrocement
- Reinforced concrete
- Roof panels
ASJC Scopus subject areas
- Civil and Structural Engineering
- Materials Science(all)
Cite this
Ultimate and service behavior of ferrocement roof slab panels. / Hago, A. W.; Al-Jabri, K. S.; Alnuaimi, A. S.; Al-Moqbali, H.; Al-Kubaisy, M. A.
In: Construction and Building Materials, Vol. 19, No. 1, 02.2005, p. 31-37.Research output: Contribution to journal › Article
}
TY - JOUR
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
UR - http://www.scopus.com/inward/record.url?scp=6344293990&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=6344293990&partnerID=8YFLogxK
U2 - 10.1016/j.conbuildmat.2004.04.034
DO - 10.1016/j.conbuildmat.2004.04.034
M3 - Article
AN - SCOPUS:6344293990
VL - 19
SP - 31
EP - 37
JO - Construction and Building Materials
JF - Construction and Building Materials
SN - 0950-0618
IS - 1
ER -