Balduzzi Giuseppe
Balduzzi Giuseppe
IMWS Vienna University of Technology
Verified email at tuwien.ac.at
Title
Cited by
Cited by
Year
Non-prismatic beams: a simple and effective Timoshenko-like model
G Balduzzi, M Aminbaghai, E Sacco, J Füssl, J Eberhardsteiner, ...
International Journal of Solids and Structures 90, 236-250, 2016
332016
Non-prismatic Timoshenko-like beam model: Numerical solution via isogeometric collocation
G Balduzzi, S Morganti, F Auricchio, A Reali
Computers & Mathematics with Applications 74 (7), 1531-1541, 2017
232017
Analytical derivation of a general 2D non-prismatic beam model based on the Hellinger–Reissner principle
A Beltempo, G Balduzzi, G Alfano, F Auricchio
Engineering Structures 101, 88-98, 2015
172015
The dimensional reduction approach for 2D non-prismatic beam modelling: a solution based on Hellinger–Reissner principle
F Auricchio, G Balduzzi, C Lovadina
International Journal of Solids and Structures 63, 264-276, 2015
172015
A new modeling approach for planar beams: finite-element solutions based on mixed variational derivations
F Auricchio, G Balduzzi, C Lovadina
Journal of Mechanics of Materials and Structures 5 (5), 771-794, 2010
172010
Enhanced modeling approach for multilayer anisotropic plates based on dimension reduction method and Hellinger–Reissner principle
F Auricchio, G Balduzzi, MJ Khoshgoftar, G Rahimi, E Sacco
Composite Structures 118, 622-633, 2014
142014
Planar Timoshenko-like model for multilayer non-prismatic beams
G Balduzzi, M Aminbaghai, F Auricchio, J Füssl
International Journal of Mechanics and Materials in Design 14 (1), 51-70, 2018
132018
The dimensional reduction modelling approach for 3D beams: Differential equations and finite-element solutions based on Hellinger–Reissner principle
F Auricchio, G Balduzzi, C Lovadina
International Journal of Solids and Structures 50 (25-26), 4184-4196, 2013
112013
Modeling the non-trivial behavior of anisotropic beams: A simple Timoshenko beam with enhanced stress recovery and constitutive relations
G Balduzzi, S Morganti, J Füssl, M Aminbaghai, A Reali, F Auricchio
Composite Structures 229, 111265, 2019
72019
Second-order torsional warping theory considering the secondary torsion-moment deformation-effect
M Aminbaghai, J Murin, G Balduzzi, J Hrabovsky, G Hochreiner, HA Mang
Engineering Structures 147, 724-739, 2017
72017
Stress recovery from one dimensional models for tapered bi-symmetric thin-walled I beams: Deficiencies in modern engineering tools and procedures
G Balduzzi, G Hochreiner, J Füssl
Thin-Walled Structures 119, 934-945, 2017
62017
Serviceability analysis of non-prismatic timber beams: derivation and validation of new and effective straightforward formulas
G Balduzzi, G Hochreiner, J Füssl, F Auricchio
Open Journal of Civil Engineering 7 (1), 32-62, 2017
42017
Linear response of a planar FGM beam with non-linear variation of the mechanical properties
G Balduzzi, M Aminbaghai, J Füssl
42017
PERFORMANCE EVALUATION OF NEW STRAIGHTFORWARD FORMULAS FOR THE SERVICEABILITY ANALYSIS OF CAMBERED TIMBER BEAMS
G Balduzzi, G Hochreiner, J Füssl, F Auricchio
42016
2D NON-PRISMATIC BEAM MODEL FOR STIFFNESS MATRIX EVALUATION
V Mercuri, G Balduzzi, D Asprone, F Auricchio
42016
Torsional warping eigenmodes of FGM beams with longitudinally varying material properties
J Murin, M Aminbaghai, J Hrabovsky, G Balduzzi, M Dorn, HA Mang
Engineering Structures 175, 912-925, 2018
32018
Estimation of GLT beam stiffness based on homogenized board mechanical properties and composite beam theory
G Balduzzi, G Kandler, J Füssl
Proceedings of the 6th European Conference on Computational Mechanics (ECCM …, 2018
32018
Map numerical modelling of landslides using data from different monitoring systems: the example of Rosone (Western Alps)
D Notti, C Meisina, F Zucca, G Balduzzi, A Colombo
Engineering Geology for Society and Territory-Volume 2, 1455-1459, 2015
32015
3D beam model: variational derivation, analytical and numerical solutions
G Balduzzi
Universitá degli studi di Pavia, 2013
32013
Structural analysis of non-prismatic beams: Critical issues, accurate stress recovery, and analytical definition of the Finite Element (FE) stiffness matrix
V Mercuri, G Balduzzi, D Asprone, F Auricchio
Engineering Structures 213, 110252, 2020
12020
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