Novel Design Procedures for Rectangular Hollow Steel Sections Subject to Compression and Major and Minor Axis Bending
Publication: Practice Periodical on Structural Design and Construction
Volume 20, Issue 4
Abstract
This paper presents novel and cost-effective design procedures for rectangular hollow steel sections (RHSS) subject to combined compression and major and minor axis bending. Although this loading pattern is very common in practice, very little research has addressed the local stability of RHSS for this loading condition. Furthermore, current North American and European design provisions ignore rotational and lateral restraints in evaluating local web buckling stress of RHSS. This paper provides an analytical closed-form expression to compute web buckling stress with rotational and lateral restraints under compression and biaxial bending. The accuracy of the expression is compared numerically and with existing expressions for the limiting simply supported condition. The maximum difference was found to be less than 2%. The behavior of standard RHSS is also reexamined. Guidelines are also provided for practicing engineers and steel fabricators to optimize the design of RHSS.
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References
AISC. (2006). Steel construction manual, 14th Ed., Chicago.
American Iron Steel Institute (AISI). (2007). North American specification for the design of cold-formed steel structural members, Washington, DC.
Bedair, O. (2009a). “A cost-effective design procedure for cold-formed lipped channels under uniform compression.” Thin Walled Struct., 47(11), 1281–1294.
Bedair, O. (2009b). “Analysis and limit state design of stiffened plates and shells: A world view.” Appl. Mech. Rev., 62(2), 020801.
Bedair, O. (2009c). “Analytical effective width equations for limit state design of thin plates under non-homogeneous in-plane loading.” Arch. Appl. Mech., 79(12), 1173–1189.
Bedair, O. (2009d). “Stability of web plates in W-shape columns accounting for flange/web interaction.” Thin Walled Struct., 47(6–7), 768–775.
Bedair, O. (2010a). “Dynamic analysis of box girders with tee-stiffening using unconstrained optimization techniques.” Struct. Multidiscip. Optim., 42(4), 547–558.
Bedair, O. (2010b). “Stability analysis of plates with partial restraints using unconstrained optimization techniques.” Int. J. Struct. Stab. Dyn., 10(3), 571–587.
Bedair, O. (2011a). “A simplified procedure for prediction of ultimate strength of beam-column channel sections.” Eng. J., 3(10), 973–977.
Bedair,O. (2011b). “Practical design considerations for lightweight channels under combined compression, major and minor axis bending.” Pract. Period. Struct. Des. Constr., 15–23.
Bedair, O. (2011c). “Serviceability and ultimate limit states of channels under compression and bi-axial bending.” J. Constr. Steel Res., 67(10), 1415–1425.
Bedair, O. (2011d). “Stability limit state design of box sections supporting mining and process facilities.” Struct. Eng. Mech., 39(5), 643–659.
Bedair, O. (2012). “Residual strength assessments of defective stiffened plates used in marine and aerospace structures.” Recent Pat. Eng., 6(2), 96–103.
Bedair, O. (2013). “Recent developments in modeling and design procedures of stiffened plates and shells.” Recent Pat. Eng., 7(3), 196–208.
Bedair, O. (2014). “Rational design of pipe racks used for oil sands and petrochemical facilities.” Pract. Period. Struct. Des. Constr., 04014029.
Beedle, L. S., ed. (1991). Stability of metal structures: A world view, 2nd Ed., Structural Stability Research Council (SSRC), Chicago.
Canadian Standards Association. (2007a). “Limit states design of steel structures.” CSA-S16-01, Mississauga, ON, Canada.
Canadian Standards Association. (2007b). “North American specification for the design of cold-formed steel structural members.” CSA-S136-07, Mississauga, ON, Canada.
Cortinez, V., and Piovan, M. (2006). “Stability of composite thin-walled beams with shear deformability.” Comput. Struct., 84(15–16), 978–990.
Feng, R., and Young, B. (2008). “Tests of concrete-filled stainless steel tubular T-joints.” J. Constr. Steel Res., 64(11), 1283–1293.
Feng, R., and Young, B. (2009). “Behaviour of concrete-filled stainless steel tubular X-joints subjected to compression.” Thin Walled Struct., 47(4), 365–374.
Gardner, L., and Nethercot, D. A. (2004). “Experiments on stainless steel hollow sections—Part 1: Material and cross-sectional behaviour.” J. Constr. Steel Res., 60(9), 1291–1318.
Gaylord, E. H., and Gaylord, C., eds. (1997). Structural engineering handbook, McGraw Hill, New York.
Ge, H., Gao, S., and Usami, T. (2000). “Stiffened steel box columns. Part 1: Cyclic behaviour.” Earthquake Eng. Struct. Dyn., 29(11), 1691–1706.
Gonçalves, R., and Camotim, D. (2004). “GBT local and global buckling analysis of aluminium and stainless steel columns.” Comput. Struct., 82(17–19), 1473–1484.
Lam, D., and Williams, C. A. (2004). “Experimental study on concrete filled square hollow sections.” Steel Compos. Struct., 4(2), 95–112.
Liang, Q. Q. (2009). “Strength and ductility of high strength concrete-filled steel tubular beam–columns.” J. Constr. Steel Res., 65(3), 687–698.
Liu, Y., and Young, B. (2003). “Buckling of stainless steel square hollow section compression members.” J. Constr. Steel Res., 59(2), 165–177.
Packer, J. A. (1995). “Concrete-filled HSS connections.” J. Struct. Eng., 458–467.
Rasmussen, K. J. R., and Hancock, G. J. (1993). “Design of cold-formed stainless steel tubular members. I: Columns.” J. Struct. Eng., 2349–2367.
Rossi, B., Jaspart, J.-P., and Rasmussen, K. J. R. (2010a). “Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: Design.” J. Struct. Eng., 361–369.
Rossi, B., Jaspart, J.-P., and Rasmussen, K. J. R. (2010b). “Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: Experimental investigations.” J. Struct. Eng., 354–360.
Theofanous, M., and Gardner L. (2009). “Testing and numerical modelling of lean duplex stainless steel hollow section columns.” Eng. Struct., 31(12), 3047–3058.
Usami, T., Gao, S., and Ge, H. (2000). “Stiffened steel box columns. Part 2: Ductility evaluation.” Earthquake Eng. Struct. Dyn., 29(11), 1707–1722.
Uy, B. (2000). “Strength of concrete filled steel box columns incorporating local buckling.” J. Struct. Eng., 341–352.
Yang, Y. F., and Han, L. H. (2012). “Concrete filled steel tube (CFST) columns subjected to concentrically partial compression.” Thin Walled Struct., 50(1), 147–156.
Young, B., and Hartono, W. (2002). “Compression tests of stainless steel tubular members.” J. Struct. Eng., 754–761.
Young, B., and Lui, W.-M. (2006). “Tests of cold-formed high strength stainless steel compression members.” Thin Walled Struct., 44(2), 224–234.
Ziemian, R. (2010). Guide to stability design criteria for metal structures, 6th Ed., Wiley, Hoboken, NJ.
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© 2014 American Society of Civil Engineers.
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Received: Apr 21, 2014
Accepted: Sep 24, 2014
Published online: Nov 7, 2014
Published in print: Nov 1, 2015
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