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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 56
ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING COMPUTING FOR PRACTICE Edited by: B.H.V. Topping
Paper IV.3
Numerical Analysis for T-Stub Aluminium Alloy Joints G. De Matteis*, A. Mandara+ and F.M. Mazzolani*
*Department of Structural Analysis and Design, University of Naples "Federico II", Italy
G. De Matteis, A. Mandara, F.M. Mazzolani, "Numerical Analysis for T-Stub Aluminium Alloy Joints", in B.H.V. Topping, (Editor), "Advances in Civil and Structural Engineering Computing for Practice", Civil-Comp Press, Edinburgh, UK, pp 91-103, 1998. doi:10.4203/ccp.56.4.3
Abstract
The behaviour of aluminium alloy T-stub joint is examined in
this paper. The study is developed by means of a refined
F.E.M. simulation analysis carried out with the non-linear
code ABAQUS and accurately calibrated on the basis of
existing experimental results. The main aim of the research is
to investigate the influence of all relevant parameters on joint
behaviour. All the possible collapse mechanisms have been
highlighted and evaluated with regard to the geometrical and
mechanical features of the joint. The analysis has shown that
such mechanisms cannot be defined as clearly as for steel
joints, owing to a more gradual transition observed between
each other. As compared to the corresponding steel joints, a
stronger influence of some parameters, namely the bolt
strength, the alloy hardening features, the effect of heat
affected zones (HAZ), has been also put into evidence.
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