Portal Frames with a Novel Cold-Formed Tapered Box-Section

Article Preview

Abstract:

This paper introduces a novel steel portal frame system, in which cold-formed nested tapered box members are used in the design. The bird and dust proofing features of the system make it useful for applications where clean work areas are required, such as food, storage, and manufacturing industries. The new section used in the portal frames comprises two cold-formed channels welded to each other, forming a box-shaped steel member, either tapered or prismatic along its length. Such sections possess high torsional stiffness compared with the conventional I-sections; therefore, lateral bracing employed for the flexural-torsional buckling suppression of I section portal frames is mostly unnecessary. A comparative study, taking into account the cost of steel, painting, bird proofing and lateral bracing, is conducted between a number of portal frames with the proposed box-sections and the conventional I-sections. An analysis and design code, incorporating the Genetic Algorithm (GA), is developed to optimise the weight of the designed frames. The results indicate that the novel portal frame system is economically viable with additional benefits of bird and dust proofing. To investigate the failure modes and verify design procedure of the new portal frame, an experimental testing program is undertaken in University of Auckland. The test results show excellent behaviour and good agreement with the numerical models but have been completed too recently to be included in this paper.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

301-309

Citation:

Online since:

February 2018

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2018 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] M. Plaut, E.M. Zimmerman, R.A. Goldstein, Health Hazards to Humans Associated with Domesticated Pets, Annu. Rev. Publ. Health 17(1996) 221-245.

DOI: 10.1146/annurev.pu.17.050196.001253

Google Scholar

[2] E. Bernardi, D.J. Bowden, P. Brimblecombe, H. Kenneally, L. Morselli, The effect of uric acid on outdoor copper and bronze, Sci. Total Environ. 407(7)(2009) 2383-2389.

DOI: 10.1016/j.scitotenv.2008.12.014

Google Scholar

[3] A. Amirikian, Wedge-beam framing, Transactions of the American Society of Civil Engineers (ASCE) 117(1) 1952 596-631.

DOI: 10.1061/taceat.0006615

Google Scholar

[4] M. Tournay, Internal Resistance to Corrosion in Steel Hollow Sections, CSFTA Notice 1O59 / CIDECT Final Report 10B-78/3, (2002).

Google Scholar

[5] D.R. Bloss, Interior Corrosion of Structural Steel Closed Sections, American Iron and Steel Institute, Bulletin No. 18, (1970).

Google Scholar

[6] R. McKinstray, J.B.P. Lim, T.T. Tanyimboh, D.T. Phan, W. Sha, Optimal design of long-span steel portal frames using fabricated beams, J. Constr. Steel Res. 104( 2015) 104-114.

DOI: 10.1016/j.jcsr.2014.10.010

Google Scholar

[7] H. Adeli, K.C. Sarma, Cost Optimization of Structures: Fuzzy Logic, Genetic Algorithms, and Parallel Computing, John Wiley & Sons, (2006).

DOI: 10.1002/0470867353

Google Scholar

[8] A. Colorni, M. Dorigo, V. Maniezzo, Genetic algorithms and highly constrained problems: The time-table case, in: H.P. Schwefel, R. Männer (Eds. ), Proc. First Int. Work Parallel Probl Solving Nat. Lecture Notes in Computer Science, Springer, Berlin, Heidelberg, (1991).

DOI: 10.1007/bfb0029731

Google Scholar

[9] R. McKinstray, J.B.P. Lim, T.T. Tanyimboh, D.T. Phan, W. Sha, A.E. Brownlee, Topographical optimisation of single-storey non-domestic steel framed buildings using photovoltaic panels for net-zero carbon impact, Build Environ. 86(2015) 120-131.

DOI: 10.1016/j.buildenv.2014.12.017

Google Scholar

[10] P.R. Salter, A.S. Malik, C.M. King, Design of Single-span Steel Portal Frames to BS5950-1: 2000, SCI publication P252. Ascot: The Steel Construction Institute, (2004).

Google Scholar

[11] J.M. Davies, B.A. Brown, Plastic Design to 5950. Ascot: The Steel Construction Institute, (1996).

Google Scholar

[12] D.T. Phan, J.B.P. Lim, T.T. Tanyimboh, R.M. Lawson, Y. Xu, S. Martin, W. Sha, Effect of serviceability limits on optimal design of steel portal frames, J. Constr. Steel Res. 86 (2013), 74-78.

DOI: 10.1016/j.jcsr.2013.03.001

Google Scholar

[13] J.B.P. Lim, D.A. Nethercot, Finite element idealization of a cold-formed steel portal frame, J. Struct. Eng. (ASCE) 130(1)(2004) 78-94.

DOI: 10.1061/(asce)0733-9445(2004)130:1(78)

Google Scholar

[14] NZS3404. 1, Steel Structures Standard - Part 1: Materials, Fabrication, and Construction New Zealand Standards, Wellington, (2007).

Google Scholar

[15] AS/NZS 1170. 0, Structural Design Actions - Part 0: General Principles, Australia and New Zealand Standards, Wellington, (2002).

Google Scholar

[16] M.P. Saka, Optimum design of pitched roof steel frames with haunched rafters by Genetic algorithm, Comput. Struct. 81(2003) 1967-78.

DOI: 10.1016/s0045-7949(03)00216-5

Google Scholar

[17] H.K. Issa, F.A. Mohammad, Effect of mutation schemes on convergence to optimum design of steel frames, J. Constr. Steel Res. 66(7)(2010) 954-61.

DOI: 10.1016/j.jcsr.2010.02.002

Google Scholar