Structural behaviour of a single tendon end block

There are many proprietry design for end blocks with cable of multiple tendons available in the market. However, in this study tests have been carried out on end block with single tendon specifically design for laboratory work. This study investigate the effect of different types of bursting reinfor...

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Main Author: Nuid, Maria
Format: Thesis
Language:en
Published: 2010
Subjects:
Online Access:http://eprints.utm.my/11190/6/MariaNuidMFKA2010.pdf
http://eprints.utm.my/11190/
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author Nuid, Maria
author_facet Nuid, Maria
author_sort Nuid, Maria
building UTM Library
collection Institutional Repository
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
continent Asia
country Malaysia
description There are many proprietry design for end blocks with cable of multiple tendons available in the market. However, in this study tests have been carried out on end block with single tendon specifically design for laboratory work. This study investigate the effect of different types of bursting reinforcement, number of bearing plate and size of end block for a single tendon cable. A total number of 18 end blocks have been tested until failure using a compression testing machine. Failure load were than compared with those obtained from design using BS 8110: 1997 and CIRIA guide 1 (1976). Test results show that spiral bursting reinforcement failed with higher failure load than orthogonal bursting reinforcement. Is has been noticed that end block using two bearing plate separately can accommodate a higher failure load compared with using only a single bearing plate. The overall failure loads for all the specimens are closer to that design by BS 8110: 1997 and thus it can be concluded that it is a more conservative design than CIRIA guide 1 (1976).
format Thesis
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institution Universiti Teknologi Malaysia
language en
publishDate 2010
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spelling my.utm.eprints-111902017-09-28T03:01:28Z http://eprints.utm.my/11190/ Structural behaviour of a single tendon end block Nuid, Maria TA Engineering (General). Civil engineering (General) There are many proprietry design for end blocks with cable of multiple tendons available in the market. However, in this study tests have been carried out on end block with single tendon specifically design for laboratory work. This study investigate the effect of different types of bursting reinforcement, number of bearing plate and size of end block for a single tendon cable. A total number of 18 end blocks have been tested until failure using a compression testing machine. Failure load were than compared with those obtained from design using BS 8110: 1997 and CIRIA guide 1 (1976). Test results show that spiral bursting reinforcement failed with higher failure load than orthogonal bursting reinforcement. Is has been noticed that end block using two bearing plate separately can accommodate a higher failure load compared with using only a single bearing plate. The overall failure loads for all the specimens are closer to that design by BS 8110: 1997 and thus it can be concluded that it is a more conservative design than CIRIA guide 1 (1976). 2010-04 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/11190/6/MariaNuidMFKA2010.pdf Nuid, Maria (2010) Structural behaviour of a single tendon end block. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering.
spellingShingle TA Engineering (General). Civil engineering (General)
Nuid, Maria
Structural behaviour of a single tendon end block
title Structural behaviour of a single tendon end block
title_full Structural behaviour of a single tendon end block
title_fullStr Structural behaviour of a single tendon end block
title_full_unstemmed Structural behaviour of a single tendon end block
title_short Structural behaviour of a single tendon end block
title_sort structural behaviour of a single tendon end block
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/11190/6/MariaNuidMFKA2010.pdf
http://eprints.utm.my/11190/
url_provider http://eprints.utm.my/