FEM Modeling of End-Plate Assembling Bolt Connections of CHS Profiles-Reference-Cited by-同舟云学术

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

Published:2015-01 Issue: Volume:723 Page:76-80
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Rosmanit Miroslav¹,Jurčíková Anežka¹

Affiliation:

1. VSB-Technical University of Ostrava

Abstract

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.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.723.76.pdf

Reference6 articles.

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3. EN 1993-1-8, Eurocode 3: Design of steel structures - Part 1-8: Design of joints. (2005).

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