Finite Element Analysis of Beam to Column Bolted Connection - A Review

Objectives: This paper contains the review of studies performed on the behavior of steel beam-to-column connections by using finite element analysis computer package known as “Abaqus, Ansys, etc” from the theoretical and practical points of view. The objective of this article is providing the foun...

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Main Authors: Al-Fakih, K., Chin, Siew Choo, Doh, Shu Ing
Format: Article
Language:English
Published: Informatics Publishing Limited 2017
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/17459/
http://umpir.ump.edu.my/id/eprint/17459/
http://umpir.ump.edu.my/id/eprint/17459/
http://umpir.ump.edu.my/id/eprint/17459/1/fkasa-2017-chin-Finite%20Element%20Analysis%20of%20Beam.pdf
id oai:umpir.ump.edu.my:17459
recordtype eprints
spelling oai:umpir.ump.edu.my:174592018-03-01T01:33:17Z http://umpir.ump.edu.my/id/eprint/17459/ Finite Element Analysis of Beam to Column Bolted Connection - A Review Al-Fakih, K. Chin, Siew Choo Doh, Shu Ing TA Engineering (General). Civil engineering (General) Objectives: This paper contains the review of studies performed on the behavior of steel beam-to-column connections by using finite element analysis computer package known as “Abaqus, Ansys, etc” from the theoretical and practical points of view. The objective of this article is providing the foundation for the design and analysis faster and more economical and securing the required strength for the connection steel. Methods/Statistical Analysis: Nearly seventy-one academic and popular research/literature in the field of steel connections had been studied in which an overview of recent events has made the construction of the system viable in the infrastructure. Findings: Linear analysis of connection behavior is very complicated since there is no immediate solution for it. All the results of the accounts of the design connections cannot be verified only through lab tests which consume a lot of time, money and effort. Therefore, the availability of simulation programs can overcome these problems. This article will be of value to anyone seeking better understanding in the area of steel beam-to-column connections behavior. Application/ Improvements: Review study presented in this paper can be used as reference for future investigation especially in the member strength and development of the design approach for steel beam-to-column connections with simulation models. Informatics Publishing Limited 2017 Article PeerReviewed application/pdf en cc_by http://umpir.ump.edu.my/id/eprint/17459/1/fkasa-2017-chin-Finite%20Element%20Analysis%20of%20Beam.pdf Al-Fakih, K. and Chin, Siew Choo and Doh, Shu Ing (2017) Finite Element Analysis of Beam to Column Bolted Connection - A Review. Indian Journal of Science and Technology, 10 (8). pp. 1-9. ISSN 0974-6846 (Print); 0974-5645 (Online) http://www.indjst.org/index.php/indjst/article/view/111225 DOI: 10.17485/ijst/2017/v10i8/111225
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Al-Fakih, K.
Chin, Siew Choo
Doh, Shu Ing
Finite Element Analysis of Beam to Column Bolted Connection - A Review
description Objectives: This paper contains the review of studies performed on the behavior of steel beam-to-column connections by using finite element analysis computer package known as “Abaqus, Ansys, etc” from the theoretical and practical points of view. The objective of this article is providing the foundation for the design and analysis faster and more economical and securing the required strength for the connection steel. Methods/Statistical Analysis: Nearly seventy-one academic and popular research/literature in the field of steel connections had been studied in which an overview of recent events has made the construction of the system viable in the infrastructure. Findings: Linear analysis of connection behavior is very complicated since there is no immediate solution for it. All the results of the accounts of the design connections cannot be verified only through lab tests which consume a lot of time, money and effort. Therefore, the availability of simulation programs can overcome these problems. This article will be of value to anyone seeking better understanding in the area of steel beam-to-column connections behavior. Application/ Improvements: Review study presented in this paper can be used as reference for future investigation especially in the member strength and development of the design approach for steel beam-to-column connections with simulation models.
format Article
author Al-Fakih, K.
Chin, Siew Choo
Doh, Shu Ing
author_facet Al-Fakih, K.
Chin, Siew Choo
Doh, Shu Ing
author_sort Al-Fakih, K.
title Finite Element Analysis of Beam to Column Bolted Connection - A Review
title_short Finite Element Analysis of Beam to Column Bolted Connection - A Review
title_full Finite Element Analysis of Beam to Column Bolted Connection - A Review
title_fullStr Finite Element Analysis of Beam to Column Bolted Connection - A Review
title_full_unstemmed Finite Element Analysis of Beam to Column Bolted Connection - A Review
title_sort finite element analysis of beam to column bolted connection - a review
publisher Informatics Publishing Limited
publishDate 2017
url http://umpir.ump.edu.my/id/eprint/17459/
http://umpir.ump.edu.my/id/eprint/17459/
http://umpir.ump.edu.my/id/eprint/17459/
http://umpir.ump.edu.my/id/eprint/17459/1/fkasa-2017-chin-Finite%20Element%20Analysis%20of%20Beam.pdf
first_indexed 2018-09-07T02:18:42Z
last_indexed 2018-09-07T02:18:42Z
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