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Bending Performance of Half-Slab Styrofoam Mortar with Glazed Nylon Fiber

This paper scrutinizes bending performance of light weight half-slab mortar against bending and punching load. To produce the slab, 30 round bud Styrofoam was used as fine aggregate substitution. Besides, glazed nylon fiber was applied to increase its tension strength and cavities at tension area o...

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Main Authors: Solikin, M., Falah, M.F., Sunarjono, S., Hidayati, N., Trinugroho, S., Sutanto, M.H., Asnan, M.N.
Format: Article
Published: Sciendo 2021
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85106636506&doi=10.2478%2fcee-2021-0006&partnerID=40&md5=df5e1bfc7bffd9a04fad583e5d78d2c7
http://eprints.utp.edu.my/23817/
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spelling my.utp.eprints.238172021-08-19T13:09:23Z Bending Performance of Half-Slab Styrofoam Mortar with Glazed Nylon Fiber Solikin, M. Falah, M.F. Sunarjono, S. Hidayati, N. Trinugroho, S. Sutanto, M.H. Asnan, M.N. This paper scrutinizes bending performance of light weight half-slab mortar against bending and punching load. To produce the slab, 30 round bud Styrofoam was used as fine aggregate substitution. Besides, glazed nylon fiber was applied to increase its tension strength and cavities at tension area of slab were also created. This method results in the significant reduction of self-weight of half-slab, while the cavities do not affect its bending performance and the fiber increases its ductility. Furthermore, the lower result of punching test should not to be a disadvantage as the slab is primarily to be used as a formwork. © 2021 Mochamad Solikin et al., published by Sciendo 2021. Sciendo 2021 Article NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-85106636506&doi=10.2478%2fcee-2021-0006&partnerID=40&md5=df5e1bfc7bffd9a04fad583e5d78d2c7 Solikin, M. and Falah, M.F. and Sunarjono, S. and Hidayati, N. and Trinugroho, S. and Sutanto, M.H. and Asnan, M.N. (2021) Bending Performance of Half-Slab Styrofoam Mortar with Glazed Nylon Fiber. Civil and Environmental Engineering, 17 (1). pp. 50-57. http://eprints.utp.edu.my/23817/
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Institutional Repository
url_provider http://eprints.utp.edu.my/
description This paper scrutinizes bending performance of light weight half-slab mortar against bending and punching load. To produce the slab, 30 round bud Styrofoam was used as fine aggregate substitution. Besides, glazed nylon fiber was applied to increase its tension strength and cavities at tension area of slab were also created. This method results in the significant reduction of self-weight of half-slab, while the cavities do not affect its bending performance and the fiber increases its ductility. Furthermore, the lower result of punching test should not to be a disadvantage as the slab is primarily to be used as a formwork. © 2021 Mochamad Solikin et al., published by Sciendo 2021.
format Article
author Solikin, M.
Falah, M.F.
Sunarjono, S.
Hidayati, N.
Trinugroho, S.
Sutanto, M.H.
Asnan, M.N.
spellingShingle Solikin, M.
Falah, M.F.
Sunarjono, S.
Hidayati, N.
Trinugroho, S.
Sutanto, M.H.
Asnan, M.N.
Bending Performance of Half-Slab Styrofoam Mortar with Glazed Nylon Fiber
author_facet Solikin, M.
Falah, M.F.
Sunarjono, S.
Hidayati, N.
Trinugroho, S.
Sutanto, M.H.
Asnan, M.N.
author_sort Solikin, M.
title Bending Performance of Half-Slab Styrofoam Mortar with Glazed Nylon Fiber
title_short Bending Performance of Half-Slab Styrofoam Mortar with Glazed Nylon Fiber
title_full Bending Performance of Half-Slab Styrofoam Mortar with Glazed Nylon Fiber
title_fullStr Bending Performance of Half-Slab Styrofoam Mortar with Glazed Nylon Fiber
title_full_unstemmed Bending Performance of Half-Slab Styrofoam Mortar with Glazed Nylon Fiber
title_sort bending performance of half-slab styrofoam mortar with glazed nylon fiber
publisher Sciendo
publishDate 2021
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85106636506&doi=10.2478%2fcee-2021-0006&partnerID=40&md5=df5e1bfc7bffd9a04fad583e5d78d2c7
http://eprints.utp.edu.my/23817/
_version_ 1738656525951434752
score 13.211869

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