Finite element analysis on slanted column under static load

Laili, Nurwajihah (2017) Finite element analysis on slanted column under static load. [Project Paper] (Submitted)

Text lp FK 2017 73.pdf Download (50MB)

Abstract

This study presents a finite element analysis of slanted column under various angle of 0°, 3°, 5°, 7°, 9° and 15° with 3m length in height. The buckling behaviour of slanted column subjected to maximum principle of bending stress, bending strain and displacement was studied. The critical load or maximum load of slanted column under static load also was studied. The main objective is to investigate the buckling behaviour of slanted column using a complete linear analysis of 3 dimensional finite element analysis under static load. The material of slanted column used in this study is steel with dimensions of I-417x455x30x50. A total of 6 models were analysed using finite element simulations and verification test has been perform to check the reliability and accuracy of simulation results. The finite element package ABAQUS software has been used to perform linear analysis in order to investigate the buckling behaviour in terms of bending stress, bending strain and also displacement under static load. The results show the critical load is increases as the angle of slanted column increases. The column effective length is also changed as the length of slanted column changed due to the changing of angle of slanted column. It has significant influence that the finite element models were able to simulate the behaviour of slanted column under static load.

Item Type:	Project Paper
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Faculty:	Faculty of Engineering
Depositing User:	Ms Siti Mariam Giman
Date Deposited:	21 Oct 2025 02:44
Last Modified:	21 Oct 2025 02:44
URI:	http://psaspb.upm.edu.my/id/eprint/2508

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