Stabilization of Steel Beams of Monosymmetric Thin-Walled Cross-Section by Trapezoidal Sheeting
Steel thin-walled beams have been widely used in civil engineering as purlins, ceiling beams or wall substructure beams. There are often planar members such as trapezoidal sheeting or sandwich panels used as roof or wall cladding fastened to the steel beams. The planar members also serve as stabilization of thin-walled beams against buckling due to loss of stability. This paper focuses on problem of stabilization of steel monosymmetric thin-walled beams by trapezoidal sheeting. Some factors having influence on overall behavior of this structural system are investigated using numerical analysis. Thin-walled beams in bending stabilized by trapezoidal sheeting are of primarily interest of this study.
[1] V. Březina, Buckling resistance of metal bars and beams
(Vzpěrnáúnosnostkovovýchprutů a nosníků). Prague: Czechoslovak
Academy of Sciences, 1962
[2] J. Lindner, “Beams in bending restraint by rotational spring stiffness and
shear stiffness of adjacent members (ZurAussteifung von
BiegeträgerndurchDrehbettung und Schubsteifigkeit),” Stahlbau, vol.
77, pp. 427–435, June 2008.
[3] J. Melcher, Bending, Torsion and Stability of Steel Beams (Ohyb,
kroucení a stabilitaocelovýchnosníků). Brno: Brno University of
Technology, 1975
[4] EN 1993-1-3, Eurocode 3: Design of Steel Structures – Part 1-3:
General Rules – Supplementary Rules for Cold-Formed Members and
Sheeting (Eurokód 3: Navrhováníocelovýchkonstrukcí – Část 1-3:
Obecnápravidla – Doplňujícípravidla pro
tenkostěnnézastudenatvarovanéprvky a plošnéprvky). Prague: Czech
Standard Institute, 2008.
[5] I. Balázs, J. Melcher and M. Horáček, “Stabilisation of Beams by
Trapezoidal Sheeting: Parametric Study,” in Proceedings of the 3rd
European Conference of Civil Engineering (ECCIE '12), Paris, 2012, pp.
223–227.
[6] Arval: Static Tables (Arcelor Mittal) (Web page). http://
www.arcelormittal.com/distributionsolutions/repo/AMC%20Eastern%2
0Europe/DOCUMENTATION/cz/Arval%20-%20Statick%C3%A9
%20tabulky%20%28v%C3%BDroba%20Senica%29.pdf, 2013.
[7] G. Sedlacek and J. Naumes, Excerpt from the Background Document to
EN 1993-1-1: Flexural Buckling and Lateral Buckling on a Common
Basis: Stability Assessments According to Eurocode 3. Aachen: Institut und LehrstuhlfürStahlbau und Leichtmetallbau, Rheinisch-
WestfälischetechnischeHochschule, 2004.
[8] EN 1993-1-1, Eurocode 3: Design of Steel Structures – Part 1-1:
General Rules and Rules for Buildings (Eurokód 3:
Navrhováníocelovýchkonstrukcí – Část 1-1: Obecnápravidla a pravidla
pro pozemnístavby). Prague: Czech Standard Institute, 2006.
[9] J. Lindner and T. Holberndt, “Lateral torsional buckling capacity of
beams supported at the lower flange only” in Stability and Ductility of
Steel Structures (SDSS 2002), Budapest, 2002, pp. 47–56.
[10] A. Ježek, Trapezoidal Sheeting Acting as Multi-Span Beams
(Trapézovéplechypůsobícíjakospojiténosníky), doctoral thesis, Prague,
August 2009.
[11] R. Kindmann and Ch. Wolf, “Member imperfections for verifications
against lateral buckling of compression members (Geometrische
Ersatzimperfektionenfür Tragfähigkeitsnachweisezum Biegeknicken von
Druckstäben),” Stahlbau, vol. 78, pp. 25–34, Jan. 2009.
[12] I. Balázs and J. Melcher, “Geometrically nonlinear analysis of steel
beams of monosymmetric thin-walled cross-sections loaded
perpendicularly to the axis of symmetry
(Geometrickynelineárníanalýzaocelovýchtenkostěnnýchnosníkůjednoose
symetrickéhoprůřezuzatíženýchkolmo k osesymetrie),” in Modelling in
mechanics 2013: Proceedings of scientific conference, Ostrava, 2013.
[1] V. Březina, Buckling resistance of metal bars and beams
(Vzpěrnáúnosnostkovovýchprutů a nosníků). Prague: Czechoslovak
Academy of Sciences, 1962
[2] J. Lindner, “Beams in bending restraint by rotational spring stiffness and
shear stiffness of adjacent members (ZurAussteifung von
BiegeträgerndurchDrehbettung und Schubsteifigkeit),” Stahlbau, vol.
77, pp. 427–435, June 2008.
[3] J. Melcher, Bending, Torsion and Stability of Steel Beams (Ohyb,
kroucení a stabilitaocelovýchnosníků). Brno: Brno University of
Technology, 1975
[4] EN 1993-1-3, Eurocode 3: Design of Steel Structures – Part 1-3:
General Rules – Supplementary Rules for Cold-Formed Members and
Sheeting (Eurokód 3: Navrhováníocelovýchkonstrukcí – Část 1-3:
Obecnápravidla – Doplňujícípravidla pro
tenkostěnnézastudenatvarovanéprvky a plošnéprvky). Prague: Czech
Standard Institute, 2008.
[5] I. Balázs, J. Melcher and M. Horáček, “Stabilisation of Beams by
Trapezoidal Sheeting: Parametric Study,” in Proceedings of the 3rd
European Conference of Civil Engineering (ECCIE '12), Paris, 2012, pp.
223–227.
[6] Arval: Static Tables (Arcelor Mittal) (Web page). http://
www.arcelormittal.com/distributionsolutions/repo/AMC%20Eastern%2
0Europe/DOCUMENTATION/cz/Arval%20-%20Statick%C3%A9
%20tabulky%20%28v%C3%BDroba%20Senica%29.pdf, 2013.
[7] G. Sedlacek and J. Naumes, Excerpt from the Background Document to
EN 1993-1-1: Flexural Buckling and Lateral Buckling on a Common
Basis: Stability Assessments According to Eurocode 3. Aachen: Institut und LehrstuhlfürStahlbau und Leichtmetallbau, Rheinisch-
WestfälischetechnischeHochschule, 2004.
[8] EN 1993-1-1, Eurocode 3: Design of Steel Structures – Part 1-1:
General Rules and Rules for Buildings (Eurokód 3:
Navrhováníocelovýchkonstrukcí – Část 1-1: Obecnápravidla a pravidla
pro pozemnístavby). Prague: Czech Standard Institute, 2006.
[9] J. Lindner and T. Holberndt, “Lateral torsional buckling capacity of
beams supported at the lower flange only” in Stability and Ductility of
Steel Structures (SDSS 2002), Budapest, 2002, pp. 47–56.
[10] A. Ježek, Trapezoidal Sheeting Acting as Multi-Span Beams
(Trapézovéplechypůsobícíjakospojiténosníky), doctoral thesis, Prague,
August 2009.
[11] R. Kindmann and Ch. Wolf, “Member imperfections for verifications
against lateral buckling of compression members (Geometrische
Ersatzimperfektionenfür Tragfähigkeitsnachweisezum Biegeknicken von
Druckstäben),” Stahlbau, vol. 78, pp. 25–34, Jan. 2009.
[12] I. Balázs and J. Melcher, “Geometrically nonlinear analysis of steel
beams of monosymmetric thin-walled cross-sections loaded
perpendicularly to the axis of symmetry
(Geometrickynelineárníanalýzaocelovýchtenkostěnnýchnosníkůjednoose
symetrickéhoprůřezuzatíženýchkolmo k osesymetrie),” in Modelling in
mechanics 2013: Proceedings of scientific conference, Ostrava, 2013.
@article{"International Journal of Architectural, Civil and Construction Sciences:65302", author = "Ivan Balázs and Jindřich Melcher", title = "Stabilization of Steel Beams of Monosymmetric Thin-Walled Cross-Section by Trapezoidal Sheeting", abstract = "Steel thin-walled beams have been widely used in civil engineering as purlins, ceiling beams or wall substructure beams. There are often planar members such as trapezoidal sheeting or sandwich panels used as roof or wall cladding fastened to the steel beams. The planar members also serve as stabilization of thin-walled beams against buckling due to loss of stability. This paper focuses on problem of stabilization of steel monosymmetric thin-walled beams by trapezoidal sheeting. Some factors having influence on overall behavior of this structural system are investigated using numerical analysis. Thin-walled beams in bending stabilized by trapezoidal sheeting are of primarily interest of this study.
", keywords = "Beam, buckling, numerical analysis, stability, steel structures, trapezoidal sheeting.", volume = "7", number = "10", pages = "722-8", }
