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Tensile Strength Capacity of Grout-Filled Tubular Steel

Lim, Bartlemy (2010) Tensile Strength Capacity of Grout-Filled Tubular Steel. UNSPECIFIED. (Unpublished)

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Abstract

The tensile strength capacity of grout-filled steel will be investigated to see whether there is any significant contribution from the grout to increase the resistivity against failure when in extreme tension. Although the tensile capacity of a grout is very low compared to steel, a noticeable change in the grout-filled steel should be acquired since there is tensile strength in grout. This can be done by comparing the effect of high tension force in grout-filled tubular steel and hollow tubular steel. Any difference in the ultimate yield strength will indicate the influence of the presence of grout filled in the steel. It is expected that the tension required for the grout-filled steel and the hollow steel to fail is significantly different, which will be higher for the grout-filled steel compared to the hollow steel.

Item Type: Final Year Project
Subject: UNSPECIFIED
Divisions: Engineering > Civil
Depositing User: Users 5 not found.
Date Deposited: 05 Jun 2012 08:22
Last Modified: 25 Jan 2017 09:42
URI: http://utpedia.utp.edu.my/id/eprint/2967

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