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...
Saved in:
Main Authors: | , , , , |
---|---|
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 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Universiti Malaysia Sarawak |
Language: | English |
id |
my.unimas.ir.22863 |
---|---|
record_format |
eprints |
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 |
_version_ |
1761675227258945536 |