Welcome To UTPedia

We would like to introduce you, the new knowledge repository product called UTPedia. The UTP Electronic and Digital Intellectual Asset. It stores digitized version of thesis, dissertation, final year project reports and past year examination questions.

Browse content of UTPedia using Year, Subject, Department and Author and Search for required document using Searching facilities included in UTPedia. UTPedia with full text are accessible for all registered users, whereas only the physical information and metadata can be retrieved by public users. UTPedia collaborating and connecting peoples with university’s intellectual works from anywhere.

Disclaimer - Universiti Teknologi PETRONAS shall not be liable for any loss or damage caused by the usage of any information obtained from this web site.Best viewed using Mozilla Firefox 3 or IE 7 with resolution 1024 x 768.

Tension Capacity Determination of a Normal Sleeve Anchor

Muhammad Ikhwan Bin Sabli, Muhammad Ikhwan (2010) Tension Capacity Determination of a Normal Sleeve Anchor. Universiti Teknologi Petronas, Seri Iskandar, Tronoh ,Perak. (Unpublished)

Download (25Mb) | Preview


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.

Item Type: Final Year Project
Subject: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Engineering > Civil
Depositing User: Users 5 not found.
Date Deposited: 11 Jan 2012 12:24
Last Modified: 25 Jan 2017 09:43
URI: http://utpedia.utp.edu.my/id/eprint/1024

Actions (login required)

View Item View Item

Document Downloads

More statistics for this item...