Analytical assessment of the behaviour of extended end plate connection

Steel frame structure with beams and columns was become I conventional building structure in construction world. In this study, one out of eight specimens from previous experimental which is specimen FS1a was modelled and simulated using Finite Element Method (FEM) which is ABAQUS/CAE Version 6.10...

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Main Author:	Nur Fatin Zulaikha, Halijan
Format:	Undergraduates Project Papers
Language:	English
Published:	2014
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/9379/ http://umpir.ump.edu.my/id/eprint/9379/ http://umpir.ump.edu.my/id/eprint/9379/1/NOOR%20FATIN%20ZULAIKHA%20BINTI%20HALIJAN.PDF

id	ump-9379
recordtype	eprints
spelling	ump-93792015-10-02T07:58:41Z http://umpir.ump.edu.my/id/eprint/9379/ Analytical assessment of the behaviour of extended end plate connection Nur Fatin Zulaikha, Halijan TA Engineering (General). Civil engineering (General) Steel frame structure with beams and columns was become I conventional building structure in construction world. In this study, one out of eight specimens from previous experimental which is specimen FS1a was modelled and simulated using Finite Element Method (FEM) which is ABAQUS/CAE Version 6.10 under static loading. The specimen was model to determine the failure mode at the end plate besides to understand the behaviour of the extended endplate connection. This study was conducted to minimize the cost and time spends for the experiment. The failure modes involved in this analytical model was the weld failure of the assembly beam-end plate which is classified as Mode 1 failure that yielding of the end plate. As a result, moment rotation (M- 4) curve was obtained for analytical model in order to determine the capacity and behaviour of the extended end plate in terms of the resistance, stiffness and rotational capacity. The experimental results were used as a basis of comparison with the analytical results given by the component method of Eurocode 3 EN 1993-1-8. A good agreement was noticed between the analytical values and experimental values. Based on the results obtained, it can be concluded that in terms of rigidity, the classification boundaries of beam-to-column connection was rigid connection and the. extended end plate connection was designed as partial strength Comparisons of connection rotation capacity with the equivalent method in EurOcode 3 EN 1993-1-8 show that the end plate has an adequate rotation capacity for plastic analysis. 2014-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/9379/1/NOOR%20FATIN%20ZULAIKHA%20BINTI%20HALIJAN.PDF Nur Fatin Zulaikha, Halijan (2014) Analytical assessment of the behaviour of extended end plate connection. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84713&theme=UMP2
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) Nur Fatin Zulaikha, Halijan Analytical assessment of the behaviour of extended end plate connection
description	Steel frame structure with beams and columns was become I conventional building structure in construction world. In this study, one out of eight specimens from previous experimental which is specimen FS1a was modelled and simulated using Finite Element Method (FEM) which is ABAQUS/CAE Version 6.10 under static loading. The specimen was model to determine the failure mode at the end plate besides to understand the behaviour of the extended endplate connection. This study was conducted to minimize the cost and time spends for the experiment. The failure modes involved in this analytical model was the weld failure of the assembly beam-end plate which is classified as Mode 1 failure that yielding of the end plate. As a result, moment rotation (M- 4) curve was obtained for analytical model in order to determine the capacity and behaviour of the extended end plate in terms of the resistance, stiffness and rotational capacity. The experimental results were used as a basis of comparison with the analytical results given by the component method of Eurocode 3 EN 1993-1-8. A good agreement was noticed between the analytical values and experimental values. Based on the results obtained, it can be concluded that in terms of rigidity, the classification boundaries of beam-to-column connection was rigid connection and the. extended end plate connection was designed as partial strength Comparisons of connection rotation capacity with the equivalent method in EurOcode 3 EN 1993-1-8 show that the end plate has an adequate rotation capacity for plastic analysis.
format	Undergraduates Project Papers
author	Nur Fatin Zulaikha, Halijan
author_facet	Nur Fatin Zulaikha, Halijan
author_sort	Nur Fatin Zulaikha, Halijan
title	Analytical assessment of the behaviour of extended end plate connection
title_short	Analytical assessment of the behaviour of extended end plate connection
title_full	Analytical assessment of the behaviour of extended end plate connection
title_fullStr	Analytical assessment of the behaviour of extended end plate connection
title_full_unstemmed	Analytical assessment of the behaviour of extended end plate connection
title_sort	analytical assessment of the behaviour of extended end plate connection
publishDate	2014
url	http://umpir.ump.edu.my/id/eprint/9379/ http://umpir.ump.edu.my/id/eprint/9379/ http://umpir.ump.edu.my/id/eprint/9379/1/NOOR%20FATIN%20ZULAIKHA%20BINTI%20HALIJAN.PDF
first_indexed	2023-09-18T22:07:53Z
last_indexed	2023-09-18T22:07:53Z
_version_	1777414830928429056

Analytical assessment of the behaviour of extended end plate connection

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