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Tension Capacity Determination of a Normal Sleeve Anchor

There are many applications nowadays using the anchorage system and every application requires suitable anchor type or capacity that can sustain the design load. The normal sleeve anchor that can be found in the normal hardware shop is usually produced based on its dimension only. The specificati...

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Main Author: Muhammad Ikhwan Bin Sabli, Muhammad Ikhwan
Format: Final Year Project
Language:English
Published: Universiti Teknologi Petronas 2010
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://utpedia.utp.edu.my/1024/1/0001.pdf
http://utpedia.utp.edu.my/1024/
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spelling my-utp-utpedia.10242017-01-25T09:43:34Z http://utpedia.utp.edu.my/1024/ Tension Capacity Determination of a Normal Sleeve Anchor Muhammad Ikhwan Bin Sabli, Muhammad Ikhwan TA Engineering (General). Civil engineering (General) There are many applications nowadays using the anchorage system and every application requires suitable anchor type or capacity that can sustain the design load. The normal sleeve anchor that can be found in the normal hardware shop is usually produced based on its dimension only. The specification of the anchor's capacity is not provided. This situation can cause danger if the application load is greater than the anchor's capacity can handle. On the other hand, if the normal sleeve anchor has the required capacity same as the custom-made anchor and expensive that can handle wide range of application, it will result in saving money and time in order to get the specially design anchor. In this paper, the tension capacity of a normal sleeve anchor with selected anchor diameters are obtained by pull-out test. The pull-out test is carried out using the Universal Tensile Machine (UTM) 1000kN in Universiti Teknologi Petronas's laboratory. The normal sleeve anchor is installed in the concrete specimen with average compressive strength of 30N/mm2. Only adhesive failure which is the friction failure between the anchor and the concrete is considered. The result has revealed that the tension capacity of a normal sleeve anchor can be obtained using pull-out test and similar to the theoretical values. Greater diameter of anchor provided greater contact surface between the anchor and the concrete, thus greater tensile strength. Universiti Teknologi Petronas 2010 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/1024/1/0001.pdf Muhammad Ikhwan Bin Sabli, Muhammad Ikhwan (2010) Tension Capacity Determination of a Normal Sleeve Anchor. Universiti Teknologi Petronas, Seri Iskandar, Tronoh ,Perak. (Unpublished)
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Muhammad Ikhwan Bin Sabli, Muhammad Ikhwan
Tension Capacity Determination of a Normal Sleeve Anchor
description There are many applications nowadays using the anchorage system and every application requires suitable anchor type or capacity that can sustain the design load. The normal sleeve anchor that can be found in the normal hardware shop is usually produced based on its dimension only. The specification of the anchor's capacity is not provided. This situation can cause danger if the application load is greater than the anchor's capacity can handle. On the other hand, if the normal sleeve anchor has the required capacity same as the custom-made anchor and expensive that can handle wide range of application, it will result in saving money and time in order to get the specially design anchor. In this paper, the tension capacity of a normal sleeve anchor with selected anchor diameters are obtained by pull-out test. The pull-out test is carried out using the Universal Tensile Machine (UTM) 1000kN in Universiti Teknologi Petronas's laboratory. The normal sleeve anchor is installed in the concrete specimen with average compressive strength of 30N/mm2. Only adhesive failure which is the friction failure between the anchor and the concrete is considered. The result has revealed that the tension capacity of a normal sleeve anchor can be obtained using pull-out test and similar to the theoretical values. Greater diameter of anchor provided greater contact surface between the anchor and the concrete, thus greater tensile strength.
format Final Year Project
author Muhammad Ikhwan Bin Sabli, Muhammad Ikhwan
author_facet Muhammad Ikhwan Bin Sabli, Muhammad Ikhwan
author_sort Muhammad Ikhwan Bin Sabli, Muhammad Ikhwan
title Tension Capacity Determination of a Normal Sleeve Anchor
title_short Tension Capacity Determination of a Normal Sleeve Anchor
title_full Tension Capacity Determination of a Normal Sleeve Anchor
title_fullStr Tension Capacity Determination of a Normal Sleeve Anchor
title_full_unstemmed Tension Capacity Determination of a Normal Sleeve Anchor
title_sort tension capacity determination of a normal sleeve anchor
publisher Universiti Teknologi Petronas
publishDate 2010
url http://utpedia.utp.edu.my/1024/1/0001.pdf
http://utpedia.utp.edu.my/1024/
_version_ 1739830721000767488
score 13.211869

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