Local Buckling of Cold-Formed Steel Members with Edge Stiffened Holes

Abstract:

Cold formed steel members with edge stiffened holes are a new generation of cold formed members recently developed by the building industry. Very little research has been performed on such sections to determine their local and distortional buckling capacity. This article provides the numerical results of elastic local buckling analysis of cold-formed lipped channels with edge stiffened holes. For flexural elements values of critical buckling moments are calculated and the influence of hole spacing and diameter on elastic buckling capacity is determined.

• Periodical: Applied Mechanics and Materials (Volumes 725-726)
• Pages: 697-702
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.725-726.697
• Online since: January 2015
• Authors: Marsel Garifullin*, Darya Trubina, Nikolay Vatin
• Keywords: Cold-Formed Steel, Finite Element Analysis (FEA), Flexural Member, Web Openings

References

[1] Zhmarin, E.N. International association of light-gauge steel construction (2012) Construction of Unique Buildings and Structures, 2, pp.27-30.

[2] Vatin, N.I., Popova, E.N. Termoprofil v legkikh stalnykh stroitelnykh konstruktsiakh [Thermoprofile in light steel building structures] (2006).

[3] Vatin, N.I., Volodin, V.V., Zolotareva, E.A., Petrov, K.V., Zhmarin E.N. Rekonstruktsiya krysh Sankt-Peterburga na osnove legkikh stalnykh tonkostennykh konstruktsiy i antiobledenitelnoy sistemy [Reconstruction of St. Petersburg roofs based on light steel thin-walled structures and de-icing system] (2010).

[4] Vatin, N.I., Sinelnikov, A.S. Long span footway bridges: cold formed steel cross-section (2012) Construction of Unique Buildings and Structures, 1, pp.47-53.

[5] Vatin, N.I., Sinelnikov, A.S. Footway bridges: cold formed steel cross-section (2012) Construction of Unique Buildings and Structures, 3, pp.39-51.

[6] Winter, G. Light gauge (thin-walled) steel structures for building in the U.S. A (1952) 4th Congress of the International Association for Bridge and Engineering, 524 p.

[7] Lalin, V.V., Rybakov, V.A. The finite elements for design of building walling made of thin-walled beams (2011) Magazine of civil engineering, 8(26), pp.69-80.

DOI: 10.5862/mce.26.11

[8] Lalin, V.V., Rybakov, V.A., Morozov, P.A. The finite elements research for calculation of thin-walled bar (2012) Magazine of civil engineering, 1(27), pp.53-73.

DOI: 10.5862/mce.27.7

[9] Lalin, V., Rybakov, V., Sergey, A. The finite elements for design of frame of thin-walled beams (2014) Applied Mechanics and Materials, 578, pp.858-863.

DOI: 10.4028/www.scientific.net/amm.578-579.858

[10] Tusnin, A.R. Use thin-walled finite element in calculating chase an open profile (2012) Nauchno-tekhnicheskiy vestnik Povolzhya, 6, pp.405-408.

[11] Tusnin, A.R., Tusnina, O.A. Computing system Stalkon, for analysis and design of lattice structures from thin-walled rods of open profile (2012) Industrial and Civil Engineering, 8, pp.62-64.

[12] Tusnin, A.R., Prokic, M. Resistance of I-beams in Warping Torsion with Account for the Development of Plastic Deformations (2014) Proceedings of Moscow State University of Civil Engineering, 1, pp.75-82.

[13] Tusnin, A.R., Prokic, M. Behavior of symmetric steel I-sections under combined bending and torsion actions allowing for plastic deformations (2014) Magazine of Civil Engineering, 5(49), pp.44-53.

DOI: 10.5862/mce.49.5

[14] Heinisuo, M., and Kukkonen, J. Resistance of cold-formed steel members by new eurostandard (2006) Structural Mechanics, 39(2), pp.3-21.

[15] Tusnina, O.A., Heinisuo, M. Method for analysis of thin-walled cold-formed purlins in roof based on the EUROCODE recommendations (2012) Industrial and Civil Engineering, 11, pp.67-70.

[16] Ungermann, D., Lübke, S., Brune, B. Tests and design approach for plain channels in local and coupled local-flexural buckling based on eurocode 3 (2014) Thin-Walled Structures, 81, pp.108-120.

DOI: 10.1016/j.tws.2013.09.013

[17] Ungermann, D., Brune, B., Lübke, S. Numerical and analytical investigations on plain channels in coupled instabilities (2012) Steel Construction, 5(4), pp.205-211.

DOI: 10.1002/stco.201210025

[18] Tusnina, O.A. Joints of sandwich panels with thin-walled bent purlins with the use of blind rivets (2013) Industrial and Civil Engineering, 3, pp.14-16.

[19] Tusnina, O. An influence of the mesh size on the results of finite element analysis of z-purlins supported by sandwich panels (2014) Applied Mechanics and Materials, 475-476, pp.1483-1486.

DOI: 10.4028/www.scientific.net/amm.475-476.1483

[20] Tusnina, O. A finite element analysis of cold-formed z-purlins supported by sandwich panels (2014) Applied Mechanics and Materials, 467, pp.398-403.

DOI: 10.4028/www.scientific.net/amm.467.398

[21] Garifullin, M.R., Vatin, N.I. Buckling analysis of thin-walled cold-formed beams — short review (2014) Construction of Unique Buildings and Structures, 6(21), pp.32-57.

[22] Trubina, D.A., Kononova, L.A., Kaurov, A.A., Pichugin, Y.D., Abdulaev, D.A. Local buckling of steel cold-formed profiles under transverse bending (2014) Construction of Unique Buildings and Structures, 4(19), pp.109-127.

[23] Perelmuter, A.V., Kriksunov, E.Z., Karpilovskii, V.S., Maliarenko, A.A. Integrirovannaia sistema dlia rascheta i proektirovaniia nesushchikh konstruktsii zdanii i sooruzhenii SCAD Office. Novaia versiia, novye vozmozhnosti [SCAD Office – An integrated system for calculation and design of load-bearing structures of buildings and structures. A new version, new features] (2009).

[24] Rybakov, V.A., Gamayunova, O.S. The stress-strain state of frame constructions' elements from thin-walled cores (2013) Construction of Unique Buildings and Structures, 7(12), pp.79-123.

[25] Shatov, D.S. Finite element modelling of open section perforated thin-walled studs made from thin-walled steel profiles (2011) Magazine of civil engineering, 3(21), pp.32-35.

[26] Gordeeva, A.O., Vatin, N.I. Finite element calculation model of thin-walled cold-formed profile in software package SCAD Office (2011) Magazine of civil engineering, 3(21), pp.36-46.

[27] Teplykh, A.V. Application of shell and solid elements in the analysis of building steel designs with software SCAD and Nastran accounting for geometrical and physical nonlinearity (2011) Magazine of civil engineering, 3(21), pp.4-20.

[28] Smaznov, D.N. Ustoychivost pri szhatii sostavnykh kolonn, vypolnennykh iz profiley iz vysokoprochnoy stali [Compressive resistance of composite columns made of high strength steel profiles] (2009).

[29] Kriksunov, E.Z., Perelmuter, A.V., Urchenko, V.V. Designing of flanged joints of frame structures (2010) Industrial and Civil Engineering, 2, pp.33-37.

[30] Nazmeeva, T.V. Bearing capacity of compressed continuous and perforated thin-walled steel members of C-shaped cold-formed profiles (2013) Magazine of civil engineering, 5(40), pp.44-51.

DOI: 10.5862/mce.40.5

[31] Vatin, N.I., Sinelnikov, A.S. Strength and Durability of Thin-Walled Cross-Sections (2013) Design, Fabrication and Economy of Metal Structures, pp.165-170.

DOI: 10.1007/978-3-642-36691-8_25

[32] Jurchenko, V.V. Designing of steel frameworks from thin-walled cold-formed profiles in SCAD Office (2010) Magazine of Civil Engineering, 8, pp.38-46.

[33] Salamakhin, S.V., Sinelnikov, A.S. Modeling node screwing thin perforated steel profiles by finite element method (2013) Construction of Unique Buildings and Structures, 4(9), pp.53-63.

[34] Vatin, N., Havula, Ja., Martikainen, L., Sinelnikov, A., Orlova, A., Salamakhin, S. Thin-walled cross-sections and their joints: tests and FEM-modelling (2014) Advanced Materials Research, 945-949, pp.1211-1215.

DOI: 10.4028/www.scientific.net/amr.945-949.1211

[35] Vatin, N.I., Nazmeeva, T., Guslinscky, R. Problems of cold-bent notched C-shaped profile members (2014) Advanced Materials Research, 941-944, pp.1871-1875.

DOI: 10.4028/www.scientific.net/amr.941-944.1871

[36] Vatin, N., Sinelnikov, A., Garifullin, M., Trubina, D. Simulation of cold-formed steel beams in global and distortional buckling (2014) Applied Mechanics and Materials, 633-634, pp.1037-1041.

DOI: 10.4028/www.scientific.net/amm.633-634.1037

[37] Trubina, D., Abdulaev, D., Pichugin, E., Garifullin, M. The loss of local stability of thin-walled steel profiles (2014) Applied Mechanics and Materials, 633-634, pp.1052-1057.

DOI: 10.4028/www.scientific.net/amm.633-634.1052

[38] Trubina, D., Abdulaev, D., Pichugin, E., Rybakov, V. Effect of constructional measures on the total and local loss stability of the thin-walled profile under transverse bending (2014) Applied Mechanics and Materials, 633-634, pp.982-990.

DOI: 10.4028/www.scientific.net/amm.633-634.982

[39] Airumian, E.L. Osobennosti rascheta konstruktciy iz tonkostennykh gnutykh profilei [Features of structural analysis of thin-walled cold-formed sections] (2008) Montazhnye i spetcialnye raboty v stroitelstve, 3, pp.2-7. (rus).

[40] Yu, C., Schafer, B.W. Simulation of cold-formed steel beams in local and distortional buckling with applications to the direct strength method (2007) Journal of Constructional Steel Research, 63(5), pp.581-590.

DOI: 10.1016/j.jcsr.2006.07.008

[41] Tiso, P., Jansen, E., Abdalla, M. Reduction method for finite element nonlinear dynamic analysis of shells (2011) AIAA Journal, 49(10), pp.2295-2304.

DOI: 10.2514/1.j051003

[42] Jansen, E.L., Rahman, T., Rolfes, R. Dynamic stability analysis of cylindrical shells using a reduced order model (2012) Proceedings of 12th European Conference on Space Structures, Materials & Environmental Testing.

[43] Rahman, T., Jansen, E.L., Gürdal, Z. Dynamic buckling analysis of composite cylindrical shells using a finite element based perturbation method (2011) Nonlinear Dynamics, 66(3), pp.389-401.

DOI: 10.1007/s11071-011-0056-9

[44] Pimenta, P., Wriggers, P. New trends in thin structures: formulation, optimization and coupled problems (2011) CISM Course and Lecture Notes.

DOI: 10.1007/978-3-7091-0231-2

[45] Wriggers, P., Carstensen, C. Mixed Finite Element Technologies (2009) CISM Courses and Lectures.

[46] Moen, C.D., Schafer, B.W. Elastic buckling of cold-formed steel columns and beams with holes (2009) Engineering Structures, 31(12), pp.2812-2824.

DOI: 10.1016/j.engstruct.2009.07.007

[47] Moen, C.D., Schafer, B.W. Elastic buckling of thin plates with holes in compression or bending (2009) Thin-Walled Structures, 47(12), pp.1597-1607.

DOI: 10.1016/j.tws.2009.05.001

[48] Yao, Z., Rasmussen, K.J. Material and geometric nonlinear isoparametric spline finite strip analysis of perforated thin-walled steel structures — Analytical developments (2011) Thin-walled structures, 49(11), pp.1359-1373.

DOI: 10.1016/j.tws.2011.06.004

[49] Eccher, G., Rasmussen, K.J.R., Zandonini, R. Elastic buckling analysis of perforated thin-walled structures by the isoparametric spline finite strip method (2008) Thin-Walled Structures, 46(2), pp.165-191.

DOI: 10.1016/j.tws.2007.08.030

[50] Grey, C.N., Moen, C.D. Elastic buckling simplified methods for cold-formed columns and beams with edge-stiffened holes (2011) Proceedings of the Annual Stability Conference Structural Stability Research Council.

[51] Yu, C. Cold-formed steel flexural member with edge stiffened holes: Behavior, optimization, and design (2012) Journal of Constructional Steel Research, 71, pp.210-218.

DOI: 10.1016/j.jcsr.2011.09.008