Verification of Design Equations for Brittle Failure Mode in Bolted Connections of Local Hardwoods.

Due to the existing design equations of MS544: Part 5: 2001 are only considering a ductile failure mode, this study was initiated because many published experimental works had identified a brittle failure mode in timber joints. Because of this study was executed to provide a set of optimised design...

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Main Authors: Abdul Razak, Abdul Karim, Norazzlina, M.Sa’don, Muhammad Na'imullah, Kamarul Ash'ari, Nursahira, Ibrahim, Xavier Langit, Ujan
Format: Book Chapter
Language:English
Published: Universiti Malaysia Sarawak 2018
Subjects:
Online Access:http://ir.unimas.my/id/eprint/22863/1/Verification%20of%20Design%20Equations%20for%20Ductile%20Failure%20Mode%20in%20Bolted%20Connections%20of%20Local%20Hardwoods.pdf
http://ir.unimas.my/id/eprint/22863/
http://www.rimc.unimas.my/intex18
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Institution: Universiti Malaysia Sarawak
Language: English
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spelling my.unimas.ir.228632023-03-29T02:59:45Z http://ir.unimas.my/id/eprint/22863/ Verification of Design Equations for Brittle Failure Mode in Bolted Connections of Local Hardwoods. Abdul Razak, Abdul Karim Norazzlina, M.Sa’don Muhammad Na'imullah, Kamarul Ash'ari Nursahira, Ibrahim Xavier Langit, Ujan TA Engineering (General). Civil engineering (General) Due to the existing design equations of MS544: Part 5: 2001 are only considering a ductile failure mode, this study was initiated because many published experimental works had identified a brittle failure mode in timber joints. Because of this study was executed to provide a set of optimised design equations for retrofitting the unreinforced masonry buildings, the use of the current Malaysian Timber Standard, as it is now can cause inaccuracy in designing the connection capacity. A lack of experimental data to examine the effectiveness of the code in predicting the timber bolted connection strength, especially in local hardwoods, also motivates this present study to be conducted. From the results obtained, the use of the timber standard and other design equations was validated. Universiti Malaysia Sarawak 2018 Book Chapter PeerReviewed text en http://ir.unimas.my/id/eprint/22863/1/Verification%20of%20Design%20Equations%20for%20Ductile%20Failure%20Mode%20in%20Bolted%20Connections%20of%20Local%20Hardwoods.pdf Abdul Razak, Abdul Karim and Norazzlina, M.Sa’don and Muhammad Na'imullah, Kamarul Ash'ari and Nursahira, Ibrahim and Xavier Langit, Ujan (2018) Verification of Design Equations for Brittle Failure Mode in Bolted Connections of Local Hardwoods. In: Innovation Technology Expo 2018 (InTEX 2018) Product Profile. Universiti Malaysia Sarawak, Pullman Hotel, Kuching, Sarawak, p. 33. ISBN 978-967-5418-67-9 http://www.rimc.unimas.my/intex18
institution Universiti Malaysia Sarawak
building Centre for Academic Information Services (CAIS)
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sarawak
content_source UNIMAS Institutional Repository
url_provider http://ir.unimas.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Abdul Razak, Abdul Karim
Norazzlina, M.Sa’don
Muhammad Na'imullah, Kamarul Ash'ari
Nursahira, Ibrahim
Xavier Langit, Ujan
Verification of Design Equations for Brittle Failure Mode in Bolted Connections of Local Hardwoods.
description Due to the existing design equations of MS544: Part 5: 2001 are only considering a ductile failure mode, this study was initiated because many published experimental works had identified a brittle failure mode in timber joints. Because of this study was executed to provide a set of optimised design equations for retrofitting the unreinforced masonry buildings, the use of the current Malaysian Timber Standard, as it is now can cause inaccuracy in designing the connection capacity. A lack of experimental data to examine the effectiveness of the code in predicting the timber bolted connection strength, especially in local hardwoods, also motivates this present study to be conducted. From the results obtained, the use of the timber standard and other design equations was validated.
format Book Chapter
author Abdul Razak, Abdul Karim
Norazzlina, M.Sa’don
Muhammad Na'imullah, Kamarul Ash'ari
Nursahira, Ibrahim
Xavier Langit, Ujan
author_facet Abdul Razak, Abdul Karim
Norazzlina, M.Sa’don
Muhammad Na'imullah, Kamarul Ash'ari
Nursahira, Ibrahim
Xavier Langit, Ujan
author_sort Abdul Razak, Abdul Karim
title Verification of Design Equations for Brittle Failure Mode in Bolted Connections of Local Hardwoods.
title_short Verification of Design Equations for Brittle Failure Mode in Bolted Connections of Local Hardwoods.
title_full Verification of Design Equations for Brittle Failure Mode in Bolted Connections of Local Hardwoods.
title_fullStr Verification of Design Equations for Brittle Failure Mode in Bolted Connections of Local Hardwoods.
title_full_unstemmed Verification of Design Equations for Brittle Failure Mode in Bolted Connections of Local Hardwoods.
title_sort verification of design equations for brittle failure mode in bolted connections of local hardwoods.
publisher Universiti Malaysia Sarawak
publishDate 2018
url http://ir.unimas.my/id/eprint/22863/1/Verification%20of%20Design%20Equations%20for%20Ductile%20Failure%20Mode%20in%20Bolted%20Connections%20of%20Local%20Hardwoods.pdf
http://ir.unimas.my/id/eprint/22863/
http://www.rimc.unimas.my/intex18
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