Shear strength of oil palm shell foamed concrete beams

Four reinforced oil palm shell foamed concrete (OPSFC) beams were fabricated, and their shear behaviour was tested. The OPSFC has a target density of approximately 1600 kg/m(3) and a 28-day compressive strength of about 20 MPa. Two beams were cast with shear reinforcements while the other two were c...

Full description

Bibliographic Details
Main Authors: Jumaat, M.Z., Alengaram, U.J., Mahmud, H.
Format: Article
Published: Materials & Design 2009
Subjects:
Online Access:http://ac.els-cdn.com/S026130690800486X/1-s2.0-S026130690800486X-main.pdf?_tid=e39ef768-593a-11e2-9b39-00000aacb361&acdnat=1357612203_6ab1e336b1a44e6a36d587a404483663
http://ac.els-cdn.com/S026130690800486X/1-s2.0-S026130690800486X-main.pdf?_tid=e39ef768-593a-11e2-9b39-00000aacb361&acdnat=1357612203_6ab1e336b1a44e6a36d587a404483663
id um-6080
recordtype eprints
spelling um-60802017-10-04T07:31:36Z Shear strength of oil palm shell foamed concrete beams Jumaat, M.Z. Alengaram, U.J. Mahmud, H. TA Engineering (General). Civil engineering (General) Four reinforced oil palm shell foamed concrete (OPSFC) beams were fabricated, and their shear behaviour was tested. The OPSFC has a target density of approximately 1600 kg/m(3) and a 28-day compressive strength of about 20 MPa. Two beams were cast with shear reinforcements while the other two were cast without such reinforcements. For comparison, four reinforced normal weight concrete (NWC) beams were also cast. The beams that contained shear links failed in flexure mode, while those without links failed in shear mode. The experimental results indicated that the shear capacities of OPSFC beams without shear links are higher than those of the NWC beams and exhibit more flexural and shear cracks. Materials & Design 2009 Article PeerReviewed http://ac.els-cdn.com/S026130690800486X/1-s2.0-S026130690800486X-main.pdf?_tid=e39ef768-593a-11e2-9b39-00000aacb361&acdnat=1357612203_6ab1e336b1a44e6a36d587a404483663 Jumaat, M.Z.; Alengaram, U.J.; Mahmud, H. (2009) Shear strength of oil palm shell foamed concrete beams. Materials & Design <http://eprints.um.edu.my/view/publication/Materials_=26_Design.html>, 30 (6). pp. 2227-2236. ISSN 0261-3069 http://eprints.um.edu.my/6080/
repository_type Digital Repository
institution_category Local University
institution University Malaya
building UM Research Repository
collection Online Access
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Jumaat, M.Z.
Alengaram, U.J.
Mahmud, H.
Shear strength of oil palm shell foamed concrete beams
description Four reinforced oil palm shell foamed concrete (OPSFC) beams were fabricated, and their shear behaviour was tested. The OPSFC has a target density of approximately 1600 kg/m(3) and a 28-day compressive strength of about 20 MPa. Two beams were cast with shear reinforcements while the other two were cast without such reinforcements. For comparison, four reinforced normal weight concrete (NWC) beams were also cast. The beams that contained shear links failed in flexure mode, while those without links failed in shear mode. The experimental results indicated that the shear capacities of OPSFC beams without shear links are higher than those of the NWC beams and exhibit more flexural and shear cracks.
format Article
author Jumaat, M.Z.
Alengaram, U.J.
Mahmud, H.
author_facet Jumaat, M.Z.
Alengaram, U.J.
Mahmud, H.
author_sort Jumaat, M.Z.
title Shear strength of oil palm shell foamed concrete beams
title_short Shear strength of oil palm shell foamed concrete beams
title_full Shear strength of oil palm shell foamed concrete beams
title_fullStr Shear strength of oil palm shell foamed concrete beams
title_full_unstemmed Shear strength of oil palm shell foamed concrete beams
title_sort shear strength of oil palm shell foamed concrete beams
publisher Materials & Design
publishDate 2009
url http://ac.els-cdn.com/S026130690800486X/1-s2.0-S026130690800486X-main.pdf?_tid=e39ef768-593a-11e2-9b39-00000aacb361&acdnat=1357612203_6ab1e336b1a44e6a36d587a404483663
http://ac.els-cdn.com/S026130690800486X/1-s2.0-S026130690800486X-main.pdf?_tid=e39ef768-593a-11e2-9b39-00000aacb361&acdnat=1357612203_6ab1e336b1a44e6a36d587a404483663
first_indexed 2018-09-05T16:57:16Z
last_indexed 2018-09-05T16:57:16Z
_version_ 1610834016005521408