FEM Modeling of End-Plate Assembling Bolt Connections of CHS Profiles

Two different numerical models of the common truss-type assembling joints of CHS (circular hollow section) profiles were created – simplified model of joint and more accurate model which corresponds to the experimental specimens. Models with different end-plate thicknesses and consequently with diff...

Full description

Saved in:
Bibliographic Details
Published inApplied Mechanics and Materials Vol. 723; pp. 76 - 80
Main Authors Rosmanit, Miroslav, Jurčíková, Anežka
Format Journal Article
LanguageEnglish
Published Zurich Trans Tech Publications Ltd 01.01.2015
Subjects
Assembling
Bolting
Bolts
Failure modes
Finite element method
Joints
Mathematical analysis
Mathematical models
ANSYS
Equivalent T-Stub Flange in Tension
Prying
Assembling Joint
FEM
Online AccessGet full text

Cover

More Information
Summary:Two different numerical models of the common truss-type assembling joints of CHS (circular hollow section) profiles were created – simplified model of joint and more accurate model which corresponds to the experimental specimens. Models with different end-plate thicknesses and consequently with different failure modes were solved. The results obtained from numerical models were compared with the analytical solution of such joints using the Eurocode procedure recommended in EN 1993-1-8. These results are planned to be verified and further developed based on experimental results.
Bibliography:Selected, peer reviewed papers from the 2014 3rd International Conference on Applied Mechanics and Materials (ICAMM 2014), November 15-16, 2014, Shenzhen, China
ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 23
ISBN:3038353876
9783038353874
ISSN:1660-9336
1662-7482
1662-7482
DOI:10.4028/www.scientific.net/AMM.723.76