Analysis of the behaviour large headed stud in terms of shear resistance and failure mode using abaqus

Headed stud are quite popular type of shear connector that is often used in composite structure. Shear connectors were used to resist longitudinal shear forces on the surfaces between steel and concrete. An accurate non-linear finite element model of the push-out test has been developed to investiga...

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Main Author:	Teh, Kai Yao
Format:	Undergraduates Project Papers
Language:	English English English
Published:	2016
Subjects:	Q Science (General) TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/16074/ http://umpir.ump.edu.my/id/eprint/16074/ http://umpir.ump.edu.my/id/eprint/16074/1/Analysis%20of%20the%20behaviour%20large%20headed%20stud%20in%20terms%20of%20shear%20resistance%20and%20failure%20mode%20using%20abaqus-Table%20of%20contents-Teh%20Kai%20Yao-CD%2010214.pdf http://umpir.ump.edu.my/id/eprint/16074/2/Analysis%20of%20the%20behaviour%20large%20headed%20stud%20in%20terms%20of%20shear%20resistance%20and%20failure%20mode%20using%20abaqus-Abstract-Teh%20Kai%20Yao-CD%2010214.pdf http://umpir.ump.edu.my/id/eprint/16074/7/Analysis%20of%20the%20behaviour%20large%20headed%20stud%20in%20terms%20of%20shear%20resistance%20and%20failure%20mode%20using%20abaqus-Chapter%201-Teh%20Kai%20Yao-CD%2010214.pdf

id	ump-16074
recordtype	eprints
spelling	ump-160742017-01-18T07:06:03Z http://umpir.ump.edu.my/id/eprint/16074/ Analysis of the behaviour large headed stud in terms of shear resistance and failure mode using abaqus Teh, Kai Yao Q Science (General) TA Engineering (General). Civil engineering (General) Headed stud are quite popular type of shear connector that is often used in composite structure. Shear connectors were used to resist longitudinal shear forces on the surfaces between steel and concrete. An accurate non-linear finite element model of the push-out test has been developed to investigate the capacity of large stud shear connectors (25mm and above) and the failure mode. The main objective of this study is to discover the effect of changes in stud diameter affect the shear resistance and the failure model on headed stud. There were four model in this analysis which designated as PT 1, PT 2, PT 3, PT 4 and PT 5 with stud diameter size 22mm, 25mm, 27mm, 29mm and 30mm respectively. The load per stud for PT 1, PT 2, PT 3, PT 4 and PT 5 were 103.57kN, 133.08kN, 162.47kN, 195.07kN and 226.44kN respectively. Based on the FEA result, the larger size stud diameter, will produce higher shear resistance. The stress distribution of the model is shown in the failure mode of shear stud and it is located at the weld toes of the in the horizontal direction for the top row of headed stud. 2016-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/16074/1/Analysis%20of%20the%20behaviour%20large%20headed%20stud%20in%20terms%20of%20shear%20resistance%20and%20failure%20mode%20using%20abaqus-Table%20of%20contents-Teh%20Kai%20Yao-CD%2010214.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/16074/2/Analysis%20of%20the%20behaviour%20large%20headed%20stud%20in%20terms%20of%20shear%20resistance%20and%20failure%20mode%20using%20abaqus-Abstract-Teh%20Kai%20Yao-CD%2010214.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/16074/7/Analysis%20of%20the%20behaviour%20large%20headed%20stud%20in%20terms%20of%20shear%20resistance%20and%20failure%20mode%20using%20abaqus-Chapter%201-Teh%20Kai%20Yao-CD%2010214.pdf Teh, Kai Yao (2016) Analysis of the behaviour large headed stud in terms of shear resistance and failure mode using abaqus. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:98117&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English English
topic	Q Science (General) TA Engineering (General). Civil engineering (General)
spellingShingle	Q Science (General) TA Engineering (General). Civil engineering (General) Teh, Kai Yao Analysis of the behaviour large headed stud in terms of shear resistance and failure mode using abaqus
description	Headed stud are quite popular type of shear connector that is often used in composite structure. Shear connectors were used to resist longitudinal shear forces on the surfaces between steel and concrete. An accurate non-linear finite element model of the push-out test has been developed to investigate the capacity of large stud shear connectors (25mm and above) and the failure mode. The main objective of this study is to discover the effect of changes in stud diameter affect the shear resistance and the failure model on headed stud. There were four model in this analysis which designated as PT 1, PT 2, PT 3, PT 4 and PT 5 with stud diameter size 22mm, 25mm, 27mm, 29mm and 30mm respectively. The load per stud for PT 1, PT 2, PT 3, PT 4 and PT 5 were 103.57kN, 133.08kN, 162.47kN, 195.07kN and 226.44kN respectively. Based on the FEA result, the larger size stud diameter, will produce higher shear resistance. The stress distribution of the model is shown in the failure mode of shear stud and it is located at the weld toes of the in the horizontal direction for the top row of headed stud.
format	Undergraduates Project Papers
author	Teh, Kai Yao
author_facet	Teh, Kai Yao
author_sort	Teh, Kai Yao
title	Analysis of the behaviour large headed stud in terms of shear resistance and failure mode using abaqus
title_short	Analysis of the behaviour large headed stud in terms of shear resistance and failure mode using abaqus
title_full	Analysis of the behaviour large headed stud in terms of shear resistance and failure mode using abaqus
title_fullStr	Analysis of the behaviour large headed stud in terms of shear resistance and failure mode using abaqus
title_full_unstemmed	Analysis of the behaviour large headed stud in terms of shear resistance and failure mode using abaqus
title_sort	analysis of the behaviour large headed stud in terms of shear resistance and failure mode using abaqus
publishDate	2016
url	http://umpir.ump.edu.my/id/eprint/16074/ http://umpir.ump.edu.my/id/eprint/16074/ http://umpir.ump.edu.my/id/eprint/16074/1/Analysis%20of%20the%20behaviour%20large%20headed%20stud%20in%20terms%20of%20shear%20resistance%20and%20failure%20mode%20using%20abaqus-Table%20of%20contents-Teh%20Kai%20Yao-CD%2010214.pdf http://umpir.ump.edu.my/id/eprint/16074/2/Analysis%20of%20the%20behaviour%20large%20headed%20stud%20in%20terms%20of%20shear%20resistance%20and%20failure%20mode%20using%20abaqus-Abstract-Teh%20Kai%20Yao-CD%2010214.pdf http://umpir.ump.edu.my/id/eprint/16074/7/Analysis%20of%20the%20behaviour%20large%20headed%20stud%20in%20terms%20of%20shear%20resistance%20and%20failure%20mode%20using%20abaqus-Chapter%201-Teh%20Kai%20Yao-CD%2010214.pdf
first_indexed	2023-09-18T22:21:26Z
last_indexed	2023-09-18T22:21:26Z
_version_	1777415683226730496

Analysis of the behaviour large headed stud in terms of shear resistance and failure mode using abaqus

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