Uniaxial compression and tensile splitting tests on adobe with embedded steel wire reinforcement

Adobe has recently gained further significance, and the associated interest of engineers and researchers, due to its environment friendliness. Several studies can be found in the literature that focus on various aspects of the material behaviour of adobe. This article focuses on the investigation of...

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Main Authors: Jokhio, Gul Ahmed, Saad, Fatehi Mansoor, Gul, Yasmeen, Sharifah Maszura, Syed Mohsin, Noram Irwan, Ramli
Format: Article
Language:English
Published: Elsevier 2018
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/23384/
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http://umpir.ump.edu.my/id/eprint/23384/7/Uniaxial%20compression%20and%20tensile%20splitting%20tests%20on%20adobe.pdf
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spelling ump-233842019-01-18T07:08:53Z http://umpir.ump.edu.my/id/eprint/23384/ Uniaxial compression and tensile splitting tests on adobe with embedded steel wire reinforcement Jokhio, Gul Ahmed Saad, Fatehi Mansoor Gul, Yasmeen Sharifah Maszura, Syed Mohsin Noram Irwan, Ramli TA Engineering (General). Civil engineering (General) Adobe has recently gained further significance, and the associated interest of engineers and researchers, due to its environment friendliness. Several studies can be found in the literature that focus on various aspects of the material behaviour of adobe. This article focuses on the investigation of the effects of wire mesh reinforcement on the compressive strength, uniaxial compression behaviour over the entire loading regime, and the tensile splitting strength of adobe specimens. A total of 30 cylindrical specimens with 150 mm diameter and 300 mm length were tested, 15 for tensile splitting and 15 for uniaxial compres- sion. For each type of test, 5 specimens did not have any reinforcement, whereas 10 were reinforced with a single layer of steel wire mesh. It has been concluded that the adobe specimens reinforced with wire mesh do not suddenly split because of tensile stresses. It has also been concluded that the wire mesh reinforcement significantly increases the compressive strength of adobe specimens. The stress–strain response of adobe, which is non-linear with post-peak strain softening in the absence of any reinforce- ment, becomes bilinear in form with continuous post-cracking hardening when wire mesh reinforcement is added. The use of wire mesh reinforcement in adobe construction has great potential to further pro- mote adobe as a construction material. Elsevier 2018-05-11 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/23384/7/Uniaxial%20compression%20and%20tensile%20splitting%20tests%20on%20adobe.pdf Jokhio, Gul Ahmed and Saad, Fatehi Mansoor and Gul, Yasmeen and Sharifah Maszura, Syed Mohsin and Noram Irwan, Ramli (2018) Uniaxial compression and tensile splitting tests on adobe with embedded steel wire reinforcement. Construction and Building Materials, 176. pp. 383-393. ISSN 0950-0618 https://doi.org/10.1016/j.conbuildmat.2018.05.006 https://doi.org/10.1016/j.conbuildmat.2018.05.006
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Jokhio, Gul Ahmed
Saad, Fatehi Mansoor
Gul, Yasmeen
Sharifah Maszura, Syed Mohsin
Noram Irwan, Ramli
Uniaxial compression and tensile splitting tests on adobe with embedded steel wire reinforcement
description Adobe has recently gained further significance, and the associated interest of engineers and researchers, due to its environment friendliness. Several studies can be found in the literature that focus on various aspects of the material behaviour of adobe. This article focuses on the investigation of the effects of wire mesh reinforcement on the compressive strength, uniaxial compression behaviour over the entire loading regime, and the tensile splitting strength of adobe specimens. A total of 30 cylindrical specimens with 150 mm diameter and 300 mm length were tested, 15 for tensile splitting and 15 for uniaxial compres- sion. For each type of test, 5 specimens did not have any reinforcement, whereas 10 were reinforced with a single layer of steel wire mesh. It has been concluded that the adobe specimens reinforced with wire mesh do not suddenly split because of tensile stresses. It has also been concluded that the wire mesh reinforcement significantly increases the compressive strength of adobe specimens. The stress–strain response of adobe, which is non-linear with post-peak strain softening in the absence of any reinforce- ment, becomes bilinear in form with continuous post-cracking hardening when wire mesh reinforcement is added. The use of wire mesh reinforcement in adobe construction has great potential to further pro- mote adobe as a construction material.
format Article
author Jokhio, Gul Ahmed
Saad, Fatehi Mansoor
Gul, Yasmeen
Sharifah Maszura, Syed Mohsin
Noram Irwan, Ramli
author_facet Jokhio, Gul Ahmed
Saad, Fatehi Mansoor
Gul, Yasmeen
Sharifah Maszura, Syed Mohsin
Noram Irwan, Ramli
author_sort Jokhio, Gul Ahmed
title Uniaxial compression and tensile splitting tests on adobe with embedded steel wire reinforcement
title_short Uniaxial compression and tensile splitting tests on adobe with embedded steel wire reinforcement
title_full Uniaxial compression and tensile splitting tests on adobe with embedded steel wire reinforcement
title_fullStr Uniaxial compression and tensile splitting tests on adobe with embedded steel wire reinforcement
title_full_unstemmed Uniaxial compression and tensile splitting tests on adobe with embedded steel wire reinforcement
title_sort uniaxial compression and tensile splitting tests on adobe with embedded steel wire reinforcement
publisher Elsevier
publishDate 2018
url http://umpir.ump.edu.my/id/eprint/23384/
http://umpir.ump.edu.my/id/eprint/23384/
http://umpir.ump.edu.my/id/eprint/23384/
http://umpir.ump.edu.my/id/eprint/23384/7/Uniaxial%20compression%20and%20tensile%20splitting%20tests%20on%20adobe.pdf
first_indexed 2023-09-18T22:34:58Z
last_indexed 2023-09-18T22:34:58Z
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