Abstract
A large displacement finite rotation beam finite element formulation for shape memory alloy structural analysis is proposed. The Reissner-Mindlin beam model is considered in the total Lagrangian form. A reference configuration macroscopic constitutive model with internal variables is adopted for the evaluation of the stress components acting on the beam cross section. The computation of stress resultants and couples is performed iteratively using an algorithm that grants cross section equilibrium given material strain measures.
The Author acknowledges the ESF S3T EUROCORES Programme’ sMARTeR: Shape Memory Alloys to Regulate Transient Responses in civil engineering’ for partial financial support during a research stay in 2008 at the University of California, Berkeley, where he initiated this work.
The Author acknowledges the financial support of the ESF S3T EUROCORES Programme ‘SMARTeR: Shape Memory Alloys to Regulate Transient Responses in civil engineering’.
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Artioli, E., Auricchio, F., Taylor, R.L. (2010). A Beam Finite Element for Nonlinear Analysis of Shape Memory Alloy Devices. In: De Mattos Pimenta, P., Wriggers, P. (eds) New Trends in Thin Structures: Formulation, Optimization and Coupled Problems. CISM International Centre for Mechanical Sciences, vol 519. Springer, Vienna. https://doi.org/10.1007/978-3-7091-0231-2_3
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