Showing results 1 to 20 of 68
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| Issue Date | Title | Author(s) |
| 1-Sep-2017 | A 3-NODE CO-ROTATIONAL TRIANGULAR ELASTO-PLASTIC SHELL ELEMENT USING VECTORIAL ROTATIONAL VARIABLES | Li, Z; Izzuddin, BA; Vu-Quoc, L; Rong, Z; Zhuo, X |
| 1-May-2018 | A 3D mesoscale damage-plasticity approach for masonry structures under cyclic loading | Minga, E; Macorini, L; Izzuddin, BA |
| 25-Sep-2015 | A 4-Node Co-Rotational Quadrilateral Composite Shell Element | Li, ZX; Zheng, T; Vu-Quoc, L; Izzuddin, BA |
| 7-Mar-2015 | A 6-node co-rotational triangular elasto-plastic shell element | Li, Z; Xiang, Y; Izzuddin, BA; Vu-Quoc, L; Zhuo, X, et al |
| 22-Feb-2021 | A co-rotational triangular finite element for large deformation analysis of smooth, folded and multi-shells | Li, Z-X; Wei, H; Loc, V-Q; Izzuddin, BA; Zhuo, X, et al |
| 15-May-2015 | A Dual Super-Element Domain Decomposition Approach for Parallel Nonlinear Finite Element Analysis | Jokhio, GA; Izzuddin, BA |
| 1-May-2020 | A hierarchic optimisation approach towards locking-free shell finite elements | Izzuddin, BA; Liang, Y |
| 1-Jun-2022 | A hybrid macro-modelling strategy with multi-objective calibration for accurate simulation of multi-ring masonry arches and bridges | Pantò, B; Chisari, C; Macorini, L; Izzuddin, BA; , et al |
| Oct-2022 | A macro-modelling continuum approach with embedded discontinuities for the assessment of masonry arch bridges under earthquake loading | Pantò, B; Grosman, S; Macorini, L; Izzuddin, BA; |
| 9-Jan-2017 | A Meshfree Unit-cell Method for Effective Planar Analysis of Cellular Beams | Zainal Abidin, AR; Izzuddin, BA; Lancaster, F |
| 23-Nov-2018 | A nine-node corotational curved quadrilateral shell element for smooth, folded, and multishell structures | Li, ZX; Li, TZ; Vu-Quoc, L; Izzuddin, BA; Zhuo, X, et al |
| 25-Mar-2011 | A non-linear interface element for 3D mesoscale analysis of brick-masonry structures | Macorini, L; Izzuddin, BA |
| 10-Nov-2016 | A novel 'boundary layer' finite element for the efficient analysis of thin cylindrical shells | Boyez, A; Sadowski, AJ; Izzuddin, BA |
| 1-Dec-2023 | A simplified finite strain plasticity model for metallic applications | Chen, Y; Izzuddin, BA |
| 1-Mar-2022 | A two-level macroscale continuum description with embedded discontinuities for nonlinear analysis of brick/block masonry | Panto, B; Macorini, L; Izzuddin, BA; |
| 1-Sep-2018 | A ‘boundary layer’ finite element for thin multi-strake conical shells | Boyez, A; Sadowski, AJ; Izzuddin, BA |
| 5-Mar-2015 | An inverse analysis procedure for material parameter identification of mortar joints in unreinforced masonry | Chisari, C; Macorini, L; Amadio, C; Izzuddin, BA; Bathe, KJ, et al |
| 1-Aug-2007 | Assessment of progressive collapse in multi-storey buildings | Izzuddin, BA; Vlassis, AG; Elghazouli, AY; Nethercot, DA |
| 27-Jan-2016 | Bisector and zero-macrospin co-rotational systems for shell elements | Izzuddin, BA; Liang, Y |
| 1-Sep-2011 | Blinding struts - Part 1: Buckling response | Abela, JM; Vollum, RL; Izzuddin, BA; Potts, DM |