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Marco Donà
Marco Donà
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An efficient two-node finite element formulation of multi-damaged beams including shear deformation and rotatory inertia
M Donà, A Palmeri, M Lombardo, A Cicirello
Computers & Structures 147, 96-106, 2015
242015
Exact closed-form solutions for the static analysis of multi-cracked gradient-elastic beams in bending
M Donà, A Palmeri, M Lombardo
International Journal of Solids and Structures 51 (15-16), 2744-2753, 2014
222014
Dynamic analysis of multi-cracked Euler–Bernoulli beams with gradient elasticity
M Donà, A Palmeri, M Lombardo
Computers & Structures 161, 64-76, 2015
112015
A two-node multi-cracked beam element for static and dynamic analysis of planar frames
M Donà, A Palmeri, A Cicirello, M Lombardo
Proceedings of the Eleventh International Conference on Computational …, 2012
62012
Fatigue performance of a connection for GRC cladding panels
M Donà, M Overend
Proceedings of the 8th International Conference on Advanced Composites in …, 2017
52017
Experimental study of wave propagation in heterogeneous materials
M Dona, M Lombardo, G Barone
Loughborough University, 2015
42015
Static and dynamic analysis of multi-cracked beams with local and non-local elasticity
M Dona, A Palmeri, M Lombardo
Loughborough University, 2014
12014
Cracked slender beams with non-local elasticity
M Dona, A Palmeri, M Lombardo, A Cicirello
2013
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–8