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The Influence Of Crack On The Buckling Of Axially Compressed Truncated Cones

Muhammad Akif, Mohd Yahya (2015) The Influence Of Crack On The Buckling Of Axially Compressed Truncated Cones. Project Report. UTeM, Melaka, Malaysia. (Submitted)

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Abstract

Presence of crack can considerably reduce the buckling load of a shell structure. The scope of this research work is based on experimental approach to study the effect of crack orientation and crack length towards the load carrying capacity of axially compressed truncated cones. This experimental work involved test on cones with different crack orientation and various length. The top diameter of the cone will be 50 mm and bottom diameter is 100 mm. The first and much needed experimental data on the effect of crack orientation on the load carrying capacity of axially compressed truncated cone were presented in this study. From the experiment, we found that the angular crack shows decrease in collapse load when the length of the crack increase. However for axial and circumferential crack, there was no clear trend.

Item Type: Monograph (Project Report)
Uncontrolled Keywords: Structural analysis (Engineering), Structural analysis
Subjects: T Technology > T Technology (General)
T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Library > Projek Sarjana Muda > FTK
Depositing User: Mohd Hannif Jamaludin
Date Deposited: 02 Jan 2017 03:59
Last Modified: 02 Jan 2017 03:59
URI: http://eprints.utem.edu.my/id/eprint/17865

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