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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
Published: 2016
Subjects:
Q Science (General)
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/16074/1/27.Analysis%20of%20the%20behaviour%20large%20headed%20stud%20in%20terms%20of%20shear%20resistance%20and%20failure%20mode%20using%20abaqus.pdf
http://umpir.ump.edu.my/id/eprint/16074/
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spelling my.ump.umpir.160742023-04-06T01:49:52Z 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 pdf en http://umpir.ump.edu.my/id/eprint/16074/1/27.Analysis%20of%20the%20behaviour%20large%20headed%20stud%20in%20terms%20of%20shear%20resistance%20and%20failure%20mode%20using%20abaqus.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.
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 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/16074/1/27.Analysis%20of%20the%20behaviour%20large%20headed%20stud%20in%20terms%20of%20shear%20resistance%20and%20failure%20mode%20using%20abaqus.pdf
http://umpir.ump.edu.my/id/eprint/16074/
_version_ 1762392384273907712
score 13.211869

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