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

Miroslav Rosmanit; Anežka Jurčíková

doi:10.4028/www.scientific.net/AMM.723.76

Paper Titles

Neimark-Sacker Bifurcation of Rolling Bearing System with Fault in Outer Ring
p.54

Study on Mechanical Response Changes of Pavement to Aircraft Loads with Different Landing Gear Configurations
p.60

Study on Numerical Model of the Collision Effect between River Ice and Flexible High Pier
p.65

Analysis and Design of Lifting Pole Made of Carbon-Fiber Reinforced Resin Matrix Composites
p.71

FEM Modeling of End-Plate Assembling Bolt Connections of CHS Profiles
p.76

Numerical Simulation and Analysis of Hydraulic Torque Converter Base on Finite Element
p.81

Quasi-Static Characteristics Analysis for Barge Bow Structure Based on Experimental and FEA Study
p.86

Large Equipment Hoisting Balance Beam Structure Optimization
p.90

Fatigue Strength Study on Radial Bogie Vice Frame Based on Finite Element Analysis
p.96

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 723FEM Modeling of End-Plate Assembling Bolt...

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

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.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 723)

Pages:

76-80

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.723.76

Citation:

Cite this paper

Online since:

January 2015

Authors:

Miroslav Rosmanit*, Anežka Jurčíková

Keywords:

ANSYS, Assembling Joint, Equivalent T-Stub Flange in Tension, FEM, Prying

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

* - Corresponding Author

References

[1] Katula, L., Márai, P.: Study the prying effect on bolted base-plate connections. In Periodica Polytechnica – Civil Engineering, Volume 57(2), 2013, pp.157-172. ISSN 1587-3773.

DOI: 10.3311/ppci.7171

Google Scholar

[2] Hantouche, E., G., Rassati, G., A., Kukreti, A., R., Swanson, J., A.: Built-up T-stub connections for moment resisting frames: Experimental and finite element investigation for prequalification. In Engineering Structures, Volume 43, 2012, pp.139-148.

DOI: 10.1016/j.engstruct.2012.05.015

Google Scholar

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

Google Scholar

[4] Hantouche, E., G., Kukreti, A., R., Rassati, G., A.: Investigation of secondary prying in thick built-up T-stub connections using nonlinear finite element modeling. In Engineering Structures, Volume 36, 2012, pp.113-122. ISSN 0141-0296.

DOI: 10.1016/j.engstruct.2011.11.030

Google Scholar

[5] Jurčíková, A., Rosmanit, M.: FEM Model of Joint Consisting RHS and HEA Profiles. In: Steel structures and bridges 2012: 23rd Czech and Slovak International Conference. Podbanské, September 2012. Procedia Engineering, Volume 40, 2012, p.6.

DOI: 10.1016/j.proeng.2012.07.077

Google Scholar

[6] Yang, J. -G., Park, J. -H., Kim, H. -K., Back, M. -C.: A Prying Action Force and Contact Force Estimation Model for a T-Stub Connection with High-Strength Bolts. In Journal of Asian Architecture and Building Engineering, Volume 12(2), September 2013. ISSN 1346-7581.

DOI: 10.3130/jaabe.12.309

Google Scholar