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Semi-rigid beam to column connection under static loading using abaqus

The connection of beam to column is very essential especially to transfer and distributes the load as well as contributing in the rigidity of the overall structures. A proper design of connection between members is very important for a steel structure to perform its best in sustaining load. As the p...

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Main Author: Norlina, Muhamad Nor
Format: Undergraduates Project Papers
Language:English
Published: 2014
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/11567/1/NORLINA%20BINTI%20MUHAMAD%20NOR.PDF
http://umpir.ump.edu.my/id/eprint/11567/
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spelling my.ump.umpir.115672021-07-28T04:29:58Z http://umpir.ump.edu.my/id/eprint/11567/ Semi-rigid beam to column connection under static loading using abaqus Norlina, Muhamad Nor TA Engineering (General). Civil engineering (General) The connection of beam to column is very essential especially to transfer and distributes the load as well as contributing in the rigidity of the overall structures. A proper design of connection between members is very important for a steel structure to perform its best in sustaining load. As the performance of computers were increasing widely and the availability of computer software, the use of the finite element method (FEM) possible in the current research and design activity. The objectives of this study are to model and simulate a 3D beam to column connection under static loading; to understand the behavior of the connection from moment-rotation graph and obtained the displacement, stiffness and rotation from the graph as well as to determine the types of failure in the connection. This paper presents thesemi-rigid beam to column connections using fasteners by using the ABAQUS finite element software code; since Finite Element Analysis (FEA) offers the feasibility to simulate the actual behavior of the joints beam to column connection at low costs and short period of time compared with the experimental tests A specimen using top and seat angle (SRC-3A) over 6 specimens in previous experimental by Khaled and Suswanto in 2013 was simulated and tested using static loadmg and the results obtained after the numerical simulation were compared with the experimental data in order to validate the model. Based on the result analysis of moment-rotation, it can be concluded that the connection lies in semi-rigid even though the stiffness of the model in simulation is high compared to experimental which impact to the largest moment of capacity. Lastly, the modes of failure for specimen SRO-A have been determined which are due to buckling at column flange and plate exactly as in experimental. 2014-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/11567/1/NORLINA%20BINTI%20MUHAMAD%20NOR.PDF Norlina, Muhamad Nor (2014) Semi-rigid beam to column connection under static loading using abaqus. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang.
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Norlina, Muhamad Nor
Semi-rigid beam to column connection under static loading using abaqus
description The connection of beam to column is very essential especially to transfer and distributes the load as well as contributing in the rigidity of the overall structures. A proper design of connection between members is very important for a steel structure to perform its best in sustaining load. As the performance of computers were increasing widely and the availability of computer software, the use of the finite element method (FEM) possible in the current research and design activity. The objectives of this study are to model and simulate a 3D beam to column connection under static loading; to understand the behavior of the connection from moment-rotation graph and obtained the displacement, stiffness and rotation from the graph as well as to determine the types of failure in the connection. This paper presents thesemi-rigid beam to column connections using fasteners by using the ABAQUS finite element software code; since Finite Element Analysis (FEA) offers the feasibility to simulate the actual behavior of the joints beam to column connection at low costs and short period of time compared with the experimental tests A specimen using top and seat angle (SRC-3A) over 6 specimens in previous experimental by Khaled and Suswanto in 2013 was simulated and tested using static loadmg and the results obtained after the numerical simulation were compared with the experimental data in order to validate the model. Based on the result analysis of moment-rotation, it can be concluded that the connection lies in semi-rigid even though the stiffness of the model in simulation is high compared to experimental which impact to the largest moment of capacity. Lastly, the modes of failure for specimen SRO-A have been determined which are due to buckling at column flange and plate exactly as in experimental.
format Undergraduates Project Papers
author Norlina, Muhamad Nor
author_facet Norlina, Muhamad Nor
author_sort Norlina, Muhamad Nor
title Semi-rigid beam to column connection under static loading using abaqus
title_short Semi-rigid beam to column connection under static loading using abaqus
title_full Semi-rigid beam to column connection under static loading using abaqus
title_fullStr Semi-rigid beam to column connection under static loading using abaqus
title_full_unstemmed Semi-rigid beam to column connection under static loading using abaqus
title_sort semi-rigid beam to column connection under static loading using abaqus
publishDate 2014
url http://umpir.ump.edu.my/id/eprint/11567/1/NORLINA%20BINTI%20MUHAMAD%20NOR.PDF
http://umpir.ump.edu.my/id/eprint/11567/
_version_ 1706957228744900608
score 13.211869

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