| Homogenization coarse graining (HCG) of the lattice discrete particle model (LDPM) for the analysis of reinforced concrete structures E Lale, R Rezakhani, M Alnaggar, G Cusatis Engineering Fracture Mechanics 197, 259-277, 2018 | 30 | 2018 |
| Centrifuge modeling testing and multiscale analysis of cemented sand and gravel (CSG) dams J Chen, X Cai, E Lale, J Yang, G Cusatis Construction and Building Materials 223, 605-615, 2019 | 22 | 2019 |
| Behaviour of SFRC filled steel tube columns under axial load S Guler, E Lale, M Aydogan International Journal of Advanced Steel Construction 9 (1), 14-25, 2013 | 21 | 2013 |
| Isogeometric implementation of high-order microplane model for the simulation of high-order elasticity, softening, and localization E Lale, X Zhou, G Cusatis Journal of Applied Mechanics 84 (1), 011005, 2017 | 20 | 2017 |
| Non-linear analysis of steel fibre reinforced concrete-filled steel tube columns S Guler, E Lale, M Aydogan Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2013 | 14 | 2013 |
| Modeling strain rate effect on tensile strength of concrete using damage plasticity model B Ayhan, E Lale International Journal of Impact Engineering 162, 104132, 2022 | 11 | 2022 |
| Symmetric high order microplane model for damage localization and size effect in quasi‐brittle materials E Lale, G Cusatis International Journal for Numerical and Analytical Methods in Geomechanics, 2021 | 6 | 2021 |
| Lattice discrete particle modeling of buckling deformation in thin ultra-high-performance fiber-reinforced concrete plates RG El-Helou, CD Moen, E Lale, G Cusatis Comput. Model. Concr. Struct 1, 365-371, 2014 | 6 | 2014 |
| Betonarme elemanların plastisite ve hasar mekaniği esasları kullanılarak doğrusal olmayan analizi E Lale Fen Bilimleri Enstitüsü, 2011 | 5 | 2011 |
| Size effect analysis of concrete beams under bending using crack-band approach B Ayhan, L Erol, N ÇELİK Politeknik Dergisi 25 (2), 605-613, 2022 | 4 | 2022 |
| Ultra-high performance concrete compression and fracture response parameters for lattice discrete particle model simulations R El-Helou, E Lale, G Cusatis, C Moen Proceedings of the First International Interactive Symposium on UHPC, 1-11, 2016 | 3 | 2016 |
| Generalized Formulation for the Behavior of Geometrically Curved and Twisted Three-Dimensional Timoshenko Beams and Its Isogeometric Analysis Implementation H Yin, E Lale, G Cusatis Journal of Applied Mechanics 89 (7), 071003, 2022 | 2 | 2022 |
| Betonarme Yüksek Binalarda Sünme Büzülme Ve Sıcaklık Etkilerinin Yapım Süresince Kontrolü E Lale Fen Bilimleri Enstitüsü, 2004 | 1 | 2004 |
| A Gradient-Enhanced Damage Model with a New Equivalent Strain Based on the Menétrey–Willam Function E Lale, B Ayhan, N Celik Journal of Engineering Mechanics 149 (10), 04023085, 2023 | | 2023 |
| STABILIZATION OF NOTCHED ELEMENTS'FRACTURE BY USING A CONTROL ALGORITHM L Erol, B AYHAN Mühendislik Bilimleri ve Tasarım Dergisi 11 (2), 631-642, 2023 | | 2023 |
| 3D finite element simulations of reinforced concrete elements exposed to fire E Lale, C Ceccato COMPLAS XIV: proceedings of the XIV International Conference on …, 2017 | | 2017 |
| Ultra-High Performance Concrete Compression and Fracture Response Parameters for Lattice Discrete Particle Model Simulations G Cusatis, RG El-Helou, E Lale, CD Moen International Interactive Symposium on Ultra-High Performance Concrete 1 (1), 2016 | | 2016 |
| Isogeometric Implementation of the High-Order Microplane Model for Softening and Localization E Lale, G Cusatis 9th International Conference on Fracture Mechanics of Concrete and Concrete …, 2016 | | 2016 |
| Isogeometric Implementation of the High-Order Microplane Model for Softening and Localization G Cusatis, E Lale Computational Modeling of Fracture and Failure, 247, 2015 | | 2015 |
| An elasto-plastic damage model for concrete E Lale, M Aydogan COMPLAS XI: proceedings of the XI International Conference on Computational …, 2011 | | 2011 |
Gianluca CusatisProfessor of Civil Engineering, Northwestern UniversityVerified email at northwestern.edu
