Analysis of Aluminium Beam-to-Column Joints by the Component Method: Existing Studies and Research Needs

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This paper aims at providing an overview on the current state of the art and on possible future developments concerning the component method implementation for the classification of beam-to-column joints belonging to aluminum moment resisting frames.After a brief discussion on the component method theoretical bases, developed in the past to give a feasible calculation procedure for steel joints, recent experimental and numerical studies, carried out for investigating some aluminum components, are presented and discussed. In particular strengths and weaknesses of the current knowledge are put into evidence, also in light of the peculiarities that make aluminum alloys different from steel. The launch of new research fields, aimed at pursuing an update of the current codes dealing with aluminum structures, is therefore proposed.

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409-414

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September 2016

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© 2016 Trans Tech Publications Ltd. All Rights Reserved

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[1] Mazzolani, FM. Structural Applications of Aluminium in Civil Engineering. Structural Engineering International. Vol. 16 (2006). 280-285. ISSN. 1016-8664.

DOI: 10.2749/101686606778995128

Google Scholar

[2] EN 1999-1-1. Eurocode 9, Design of aluminium structures – Part 1-1: general structural rules, CEN, (2007).

Google Scholar

[3] Della Corte, G., De Matteis, G., Landolfo, R., Mazzolani FM. Seismic Analysis of MR Steel Frames based on Refined Hysteretic Models of Connections. Journal of Constructional Steel Research. Volume 58, Issue 10, October 2002, Pages 1331–1345.

DOI: 10.1016/s0143-974x(02)00014-7

Google Scholar

[4] EN 1993-1-8, Eurocode 3, Design of steel structures - Part 1-8: Design of joints, CEN, (2003).

Google Scholar

[5] Graham, J.D., Sherbourne, A.N., Khabbaz, R.N. Welded Interior Beam to Column Connections. American Institute of Steel Construction (1959), Chicago, Ill.

Google Scholar

[6] Zoetemeijer, PA. Design method for the tension side of statically loaded bolted beam-to-column connections. Monogr. Heron, 1974. 20(1).

Google Scholar

[7] Aribert, J.M., Lauchal, A., Nawawy, O.I. Elastic-Plastic Modelization of the Resistance of a Column in the Compression Region. Construction Metallique, No. 2. (1981) (in French).

Google Scholar

[8] De Matteis, G., Mandara, A., Mazzolani, FM. T-stub aluminium joints: influence of behavioural parameters. Computer and Structures 2000; 78(1–3): 311–27.

DOI: 10.1016/s0045-7949(00)00081-x

Google Scholar

[9] De Matteis, G., Mazzolani, FM. Behaviour of welded aluminium T-stub connections: experimental analysis and interpretative models. Proceedings of the ASCE structures congress; May (2006).

DOI: 10.1061/40889(201)45

Google Scholar

[10] De Matteis, G., Brescia, M., Formisano, A., Mazzolani, FM. Behaviour of welded aluminium T-stub joints under monotonic loading", Computer and Structures 87 (2009) 990-1002.

DOI: 10.1016/j.compstruc.2008.04.022

Google Scholar

[11] De Matteis, G., Naqash, M.T., Brando, G. Effective length of aluminium T-stub connections by parametric analysis., Engineering Structures, 41, 548-561 (2012).

DOI: 10.1016/j.engstruct.2012.03.052

Google Scholar

[12] Matusiak M. Strength and Ductility of Welded Structures in Aluminium Alloys. Ph.D. thesis (1999), Departement of Structural Engineering. Norwegian University of Science and Technology (NTNU), Trondheim, Norway.

Google Scholar

[13] De Matteis, G., Sarracco, G., Brando, G., Mazzolani, F.M. Influence of Column Axial Load and Heat Affected Zone on the Strength of Aluminium Column Web in Tension. MDPI-Materials, 7(5), 2014, 3557-3567; doi: 10. 3390/ma7053557.

DOI: 10.3390/ma7053557

Google Scholar

[14] Brando G., Sarracco, G. De Matteis G. Strength of aluminium column web in tension. Journal of Structural Engineering-ASCE. 141 (7). (2015).

DOI: 10.1061/(asce)st.1943-541x.0001138

Google Scholar