| Microplane model M4 for concrete. I: Formulation with work-conjugate deviatoric stress ZP Bažant, FC Caner, I Carol, MD Adley, SA Akers Journal of Engineering Mechanics 126 (9), 944-953, 2000 | 484 | 2000 |
| Normal/shear cracking model: application to discrete crack analysis I Carol, PC Prat, CM López Journal of engineering mechanics 123 (8), 765-773, 1997 | 479 | 1997 |
| Study of the behavior of concrete under triaxial compression D Sfer, I Carol, R Gettu, G Etse Journal of engineering mechanics 128 (2), 156-163, 2002 | 403 | 2002 |
| Meso-structural study of concrete fracture using interface elements. I: numerical model and tensile behavior CM López, I Carol, A Aguado Materials and structures 41 (3), 583-599, 2008 | 298 | 2008 |
| Micromechanical analysis of quasi‐brittle materials using fracture‐based interface elements I Carol, CM López, O Roa International Journal for Numerical Methods in Engineering 52 (1‐2), 193-215, 2001 | 295 | 2001 |
| 3D meso-structural analysis of concrete specimens under uniaxial tension A Caballero, CM López, I Carol Computer methods in applied mechanics and engineering 195 (52), 7182-7195, 2006 | 286 | 2006 |
| Damage and plasticity in microplane theory I Carol, ZP Bazant International Journal of Solids and Structures 34 (29), 3807-3835, 1997 | 277 | 1997 |
| On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate I Carol, E Rizzi, K Willam International Journal of Solids and Structures 38 (4), 491-518, 2001 | 272 | 2001 |
| Chemo-mechanical analysis of concrete cracking and degradation due to external sulfate attack: A meso-scale model AE Idiart, CM López, I Carol Cement and Concrete Composites 33 (3), 411-423, 2011 | 268 | 2011 |
| An interface element for the analysis of soil reinforcement interaction E Alonso, I Carol, A Gens | 227* | 1989 |
| An interface element formulation for the analysis of soil-reinforcement interaction A Gens, I Carol, EE Alonso Computers and Geotechnics 7 (1-2), 133-151, 1989 | 227 | 1989 |
| Coupled HM analysis using zero‐thickness interface elements with double nodes. Part I: Theoretical model JM Segura, I Carol International journal for numerical and analytical methods in geomechanics …, 2008 | 211 | 2008 |
| A unified theory of elastic degradation and damage based on a loading surface I Carol, E Rizzi, K Willam International journal of solids and structures 31 (20), 2835-2865, 1994 | 206 | 1994 |
| A thermodynamically consistent approach to microplane theory. Part I. Free energy and consistent microplane stresses I Carol, M Jirásek, Z Bažant International journal of solids and structures 38 (17), 2921-2931, 2001 | 176 | 2001 |
| Viscoelasticity with aging caused by solidification of nonaging constituent I Carol, ZP Bažant Journal of engineering mechanics 119 (11), 2252-2269, 1993 | 170 | 1993 |
| New explicit microplane model for concrete: theoretical aspects and numerical implementation I Carol, PC Prat, ZP Bažant International Journal of Solids and Structures 29 (9), 1173-1191, 1992 | 157 | 1992 |
| On zero‐thickness interface elements for diffusion problems JM Segura, I Carol International journal for numerical and analytical methods in geomechanics …, 2004 | 150 | 2004 |
| A constitutive model for rock joints formulation and numerical implementation A Gens, I Carol, EE Alonso Computers and Geotechnics 9 (1-2), 3-20, 1990 | 148 | 1990 |
| Meso-structural study of concrete fracture using interface elements. II: compression, biaxial and Brazilian test CM López, I Carol, A Aguado Materials and structures 41 (3), 601-620, 2008 | 147 | 2008 |
| RILEM draft recommendation: TC-242-MDC multi-decade creep and shrinkage of concrete: material model and structural analysis. model B4 for creep, drying shrinkage and autogenous … ZP Bazant, MI Jirásek, MH Hubler, I Carol Materials and structures 48 (4), 753-770, 2015 | 132 | 2015 |
Zdenek BazantNorthwestern UniversityVerified email at northwestern.edu
