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Bonding performance of bolted timber-concrete composite beam

This study covers bonding behavior of bolted timber-concrete composite beam. Timber-concrete composite (TCC) system is a construction technique that gives benefit in upgrading both strength and stiffness of existing timber structures. This system can be attractive for both refurbishment and new buil...

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Main Author: Harun, Nur Farhana
Format: Thesis
Language:English
Published: 2014
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/78321/1/NurFarhanaHarunMFKA20141.pdf
http://eprints.utm.my/id/eprint/78321/
http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:80020
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spelling my.utm.783212018-08-26T11:51:46Z http://eprints.utm.my/id/eprint/78321/ Bonding performance of bolted timber-concrete composite beam Harun, Nur Farhana TA Engineering (General). Civil engineering (General) This study covers bonding behavior of bolted timber-concrete composite beam. Timber-concrete composite (TCC) system is a construction technique that gives benefit in upgrading both strength and stiffness of existing timber structures. This system can be attractive for both refurbishment and new build projects. The process involved by attaching connectors to the surface of the timber plank and placement of concrete on top of it. In addition, the use of formwork can be minimized as the timber plank can be part of the formwork. Six samples of timberconcrete composite beam with different configuration of bolt connector are presented and all samples were tested under four point bending test including one additional sample as controlled sample. It is shown herein, different ultimate resistance of TCC beam is obtained for different configuration of bolt connector. Based on the results, inclined bolt leads to high slip stiffness. TCC system shown good effect on the performances in terms of ductility since almost all samples could sustain the applied load for slightly long time than solid timber beam alone. However, it is observed that interface slip was occurred at all specimens. 2014-01 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/id/eprint/78321/1/NurFarhanaHarunMFKA20141.pdf Harun, Nur Farhana (2014) Bonding performance of bolted timber-concrete composite beam. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering. http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:80020
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Harun, Nur Farhana
Bonding performance of bolted timber-concrete composite beam
description This study covers bonding behavior of bolted timber-concrete composite beam. Timber-concrete composite (TCC) system is a construction technique that gives benefit in upgrading both strength and stiffness of existing timber structures. This system can be attractive for both refurbishment and new build projects. The process involved by attaching connectors to the surface of the timber plank and placement of concrete on top of it. In addition, the use of formwork can be minimized as the timber plank can be part of the formwork. Six samples of timberconcrete composite beam with different configuration of bolt connector are presented and all samples were tested under four point bending test including one additional sample as controlled sample. It is shown herein, different ultimate resistance of TCC beam is obtained for different configuration of bolt connector. Based on the results, inclined bolt leads to high slip stiffness. TCC system shown good effect on the performances in terms of ductility since almost all samples could sustain the applied load for slightly long time than solid timber beam alone. However, it is observed that interface slip was occurred at all specimens.
format Thesis
author Harun, Nur Farhana
author_facet Harun, Nur Farhana
author_sort Harun, Nur Farhana
title Bonding performance of bolted timber-concrete composite beam
title_short Bonding performance of bolted timber-concrete composite beam
title_full Bonding performance of bolted timber-concrete composite beam
title_fullStr Bonding performance of bolted timber-concrete composite beam
title_full_unstemmed Bonding performance of bolted timber-concrete composite beam
title_sort bonding performance of bolted timber-concrete composite beam
publishDate 2014
url http://eprints.utm.my/id/eprint/78321/1/NurFarhanaHarunMFKA20141.pdf
http://eprints.utm.my/id/eprint/78321/
http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:80020
_version_ 1643657862644236288
score 13.211869

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