Strengthening of bolted shear joints in industrialized ferrocement construction

© 2018 Techno-Press, Ltd. This paper highlights results of some experimental work that deals with strengthening of bolted shear joints in thin-walled ferrocement structure where steel wires, bent into U-shape are considered as simple inserts around the bolt hole. The parameters investigated include...

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Main Authors: Ismail, Mohamed, Shariati, M., Awal, A., Chiong, C., Chahnasir, E., Porbar, A., Heydari, A., Khorami, M.
Format: Journal Article
Published: 2018
Online Access:http://hdl.handle.net/20.500.11937/71278
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author Ismail, Mohamed
Shariati, M.
Awal, A.
Chiong, C.
Chahnasir, E.
Porbar, A.
Heydari, A.
Khorami, M.
author_facet Ismail, Mohamed
Shariati, M.
Awal, A.
Chiong, C.
Chahnasir, E.
Porbar, A.
Heydari, A.
Khorami, M.
author_sort Ismail, Mohamed
building Curtin Institutional Repository
collection Online Access
description © 2018 Techno-Press, Ltd. This paper highlights results of some experimental work that deals with strengthening of bolted shear joints in thin-walled ferrocement structure where steel wires, bent into U-shape are considered as simple inserts around the bolt hole. The parameters investigated include the number of layers of wire mesh, edge distance of bolt hole, size and location of the inserts. Test results have shown that for small edge distance, failure occurred either in cleavage or shearing mode, and the strength of the joint increased with an increase in the edge distance. This continued up to an upper limit set by either tension or bearing failure. The experimental study further revealed that for a given edge distance the strength of a joint can significantly be enhanced by using U-inserts. The equations developed for predicting joint strength in ferrocement composites can also be modified to include the effects of the inserts with a good level of accuracy.
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format Journal Article
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T10:47:34Z
publishDate 2018
recordtype eprints
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spelling curtin-20.500.11937-712782018-12-13T09:33:40Z Strengthening of bolted shear joints in industrialized ferrocement construction Ismail, Mohamed Shariati, M. Awal, A. Chiong, C. Chahnasir, E. Porbar, A. Heydari, A. Khorami, M. © 2018 Techno-Press, Ltd. This paper highlights results of some experimental work that deals with strengthening of bolted shear joints in thin-walled ferrocement structure where steel wires, bent into U-shape are considered as simple inserts around the bolt hole. The parameters investigated include the number of layers of wire mesh, edge distance of bolt hole, size and location of the inserts. Test results have shown that for small edge distance, failure occurred either in cleavage or shearing mode, and the strength of the joint increased with an increase in the edge distance. This continued up to an upper limit set by either tension or bearing failure. The experimental study further revealed that for a given edge distance the strength of a joint can significantly be enhanced by using U-inserts. The equations developed for predicting joint strength in ferrocement composites can also be modified to include the effects of the inserts with a good level of accuracy. 2018 Journal Article http://hdl.handle.net/20.500.11937/71278 10.12989/scs.2018.28.6.681 restricted
spellingShingle Ismail, Mohamed
Shariati, M.
Awal, A.
Chiong, C.
Chahnasir, E.
Porbar, A.
Heydari, A.
Khorami, M.
Strengthening of bolted shear joints in industrialized ferrocement construction
title Strengthening of bolted shear joints in industrialized ferrocement construction
title_full Strengthening of bolted shear joints in industrialized ferrocement construction
title_fullStr Strengthening of bolted shear joints in industrialized ferrocement construction
title_full_unstemmed Strengthening of bolted shear joints in industrialized ferrocement construction
title_short Strengthening of bolted shear joints in industrialized ferrocement construction
title_sort strengthening of bolted shear joints in industrialized ferrocement construction
url http://hdl.handle.net/20.500.11937/71278