The Evaluation of Load-Bearing Capacity of the Planar CHS Joint Using Finite Modeling
The subject of this paper is to verify the behavior of the truss-type CHS joint which is beyond the scope of use of the EN 1993-1-8. This is performed by using the numerical modeling in program ANSYS and the analytical methods recommended in the CIDECT publication. The recommendations for numerical modeling of such types of joints as well as for evaluation of load-bearing capacity of the joint are given in this paper. The results from both analytical and numerical models are compared.
<ol>
<li value="NaN">Wardenier, J. <em>Hollow Sections in Structural Applications.</em> CIDECT, 2001. ISBN 0-471-49912-9</li>
<li value="NaN"><em>EN 1993-1-8, Eurocode 3: Design of steel structures - Part 1-8: Design of joints</em>. 2005.</li>
<li value="NaN">Wardenier, J., Kurobane, Y., Packer, J. A., van der Vegte, G. J., Zhao, X. - L.: <em>Design guide for circular hollow section (CHS) joint under predominantly static loading</em>. 2nd. CIDECT, Construction with hollow steel sections, 2008. ISBN 978-393-8817-032.</li>
<li value="NaN"><em>Release 11.0 Documentation for ANSYS</em> [online]. [cit. 2013-7-15]. Available from <http://www.kxcad.net/ansys/ANSYS/ansyshelp></li>
<li value="NaN"><em>Training Manual – Advanced Contact & Fasteners for ANSYS 11.0</em>. First Edition, Inventory number: 002580, Published: September 22, 2008.</li>
<li value="NaN">Salem, A. H., Soliman, E. A., Ibrahim, S. A. and Fakhry, K. F. Strength of hollow section T‑joints under bending moments. In <em>Proceedings of Twelfth International Colloquium on Structural and Geotechnical Engineering. </em>Cairo - Egypt: Ain Shams University, 2007</li>
<li value="NaN">Jurčíková, A., Rosmanit, M.: FEM Model of Joint Consisting RHS and HEA Profiles. In: <em>STEEL STRUCTURES AND BRIDGES 2012: 23rd Czech and Slovak International Conference</em>. Podbanské, září 2012. Procedia Engineering, Volume 40, 2012, s. 6. ISSN 1877-7058. Dostupné z: http://www.sciencedirect.com/science/article/pii/S1877705812024630</li>
<li value="NaN">Bittencourt, M. C. , de Lima, L. R. O., Vellasco, P. C. G. da S., da Silva, J. G. S., Neves, L. F. da C.: A numerical analysis of tubular toints under static loading. In <em>Proceedings of APCOM’07 in conjunction with EPMESC XI</em>, Kyoto, Japan. December 3-6, 2007.</li>
<li value="NaN">Jurčíková, A., Rosmanit, M.: Interconnection of the 3D joint detail and the beam model of structure using the MPC algorithm. In: <em>Modelování v mechanice 2013: [mezinárodní konference]</em>, Ostrava, květen 2013. Ostrava: VŠB - Technická univerzita Ostrava, 2013. ISBN 978-80-248-2694-3. In Czech language.</li>
<li value="NaN">Vegte, G. J. van der, Makino, Y., Wardenier, J. The influence of boundary conditions on the chord load effect for CHS gap K-joints. In <em>Connections in Steel Structures</em>. Amsterdam. June 3-4, 2004.</li>
<li value="NaN">Choo, Y. S., Qian, X. D., Wardenier, J. Effects of boundary conditions and chord stresses on static strength of thick-walled CHS joints. In <em>Journal of Constructional Steel Research</em>. April 2006, Volume 62, Issue 4, Pages 316–328. ISSN 0143-974X.</li>
<li value="NaN">Lu, L. H., Winkel, G. D. de, Yu, Y., and Wardenier, J.: Deformation limit for the ultimate strength of hollow section joints. In: <em>Proceedings 6th International Symposium on Tubular Structures</em>, Melbourne, Australia, 1994.</li>
</ol>
<ol>
<li value="NaN">Wardenier, J. <em>Hollow Sections in Structural Applications.</em> CIDECT, 2001. ISBN 0-471-49912-9</li>
<li value="NaN"><em>EN 1993-1-8, Eurocode 3: Design of steel structures - Part 1-8: Design of joints</em>. 2005.</li>
<li value="NaN">Wardenier, J., Kurobane, Y., Packer, J. A., van der Vegte, G. J., Zhao, X. - L.: <em>Design guide for circular hollow section (CHS) joint under predominantly static loading</em>. 2nd. CIDECT, Construction with hollow steel sections, 2008. ISBN 978-393-8817-032.</li>
<li value="NaN"><em>Release 11.0 Documentation for ANSYS</em> [online]. [cit. 2013-7-15]. Available from <http://www.kxcad.net/ansys/ANSYS/ansyshelp></li>
<li value="NaN"><em>Training Manual – Advanced Contact & Fasteners for ANSYS 11.0</em>. First Edition, Inventory number: 002580, Published: September 22, 2008.</li>
<li value="NaN">Salem, A. H., Soliman, E. A., Ibrahim, S. A. and Fakhry, K. F. Strength of hollow section T‑joints under bending moments. In <em>Proceedings of Twelfth International Colloquium on Structural and Geotechnical Engineering. </em>Cairo - Egypt: Ain Shams University, 2007</li>
<li value="NaN">Jurčíková, A., Rosmanit, M.: FEM Model of Joint Consisting RHS and HEA Profiles. In: <em>STEEL STRUCTURES AND BRIDGES 2012: 23rd Czech and Slovak International Conference</em>. Podbanské, září 2012. Procedia Engineering, Volume 40, 2012, s. 6. ISSN 1877-7058. Dostupné z: http://www.sciencedirect.com/science/article/pii/S1877705812024630</li>
<li value="NaN">Bittencourt, M. C. , de Lima, L. R. O., Vellasco, P. C. G. da S., da Silva, J. G. S., Neves, L. F. da C.: A numerical analysis of tubular toints under static loading. In <em>Proceedings of APCOM’07 in conjunction with EPMESC XI</em>, Kyoto, Japan. December 3-6, 2007.</li>
<li value="NaN">Jurčíková, A., Rosmanit, M.: Interconnection of the 3D joint detail and the beam model of structure using the MPC algorithm. In: <em>Modelování v mechanice 2013: [mezinárodní konference]</em>, Ostrava, květen 2013. Ostrava: VŠB - Technická univerzita Ostrava, 2013. ISBN 978-80-248-2694-3. In Czech language.</li>
<li value="NaN">Vegte, G. J. van der, Makino, Y., Wardenier, J. The influence of boundary conditions on the chord load effect for CHS gap K-joints. In <em>Connections in Steel Structures</em>. Amsterdam. June 3-4, 2004.</li>
<li value="NaN">Choo, Y. S., Qian, X. D., Wardenier, J. Effects of boundary conditions and chord stresses on static strength of thick-walled CHS joints. In <em>Journal of Constructional Steel Research</em>. April 2006, Volume 62, Issue 4, Pages 316–328. ISSN 0143-974X.</li>
<li value="NaN">Lu, L. H., Winkel, G. D. de, Yu, Y., and Wardenier, J.: Deformation limit for the ultimate strength of hollow section joints. In: <em>Proceedings 6th International Symposium on Tubular Structures</em>, Melbourne, Australia, 1994.</li>
</ol>
@article{"International Journal of Architectural, Civil and Construction Sciences:65441", author = "Anežka Jurčíková and Miroslav Rosmanit", title = "The Evaluation of Load-Bearing Capacity of the Planar CHS Joint Using Finite Modeling", abstract = "The subject of this paper is to verify the behavior of the truss-type CHS joint which is beyond the scope of use of the EN 1993-1-8. This is performed by using the numerical modeling in program ANSYS and the analytical methods recommended in the CIDECT publication. The recommendations for numerical modeling of such types of joints as well as for evaluation of load-bearing capacity of the joint are given in this paper. The results from both analytical and numerical models are compared.
", keywords = "ANSYS, CHS joints, FEM, Lattice structure", volume = "7", number = "10", pages = "747-4", }
