| Constitutive model for the triaxial behavior of concrete KJ William, EP Warnke International association for bridge and structural engineering proceedings …, 1975 | 3165 | 1975 |
| Triaxial failure criterion for concrete and its generalization P Menetrey, KJ Willam Structural Journal 92 (3), 311-318, 1995 | 1182 | 1995 |
| Carbonation-induced and chloride-induced corrosion in reinforced concrete structures Y Zhou, B Gencturk, K Willam, A Attar Journal of Materials in Civil Engineering 27 (9), 04014245, 2015 | 331 | 2015 |
| Recent developments in the finite element analysis of prestressed concrete reactor vessels JH Argyris, G Faust, J Szimmat, EP Warnke, KJ Willam Nuclear Engineering and Design 28 (1), 42-75, 1974 | 315 | 1974 |
| A coupled elastoplastic damage model for geomaterials MR Salari, SA Saeb, KJ Willam, SJ Patchet, RC Carrasco Computer methods in applied mechanics and engineering 193 (27-29), 2625-2643, 2004 | 312 | 2004 |
| 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 | 302 | 2001 |
| Fracture energy formulation for inelastic behavior of plain concrete G Etse, K Willam Journal of engineering mechanics 120 (9), 1983-2011, 1994 | 290 | 1994 |
| Numerical modeling of masonry-infilled RC frames subjected to seismic loads I Koutromanos, A Stavridis, PB Shing, K Willam Computers & Structures 89 (11-12), 1026-1037, 2011 | 281 | 2011 |
| 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 | 237 | 1994 |
| Fundamental issues of smeared crack models K Willam, E Pramono, S Sture Fracture of Concrete and Rock: SEM-RILEM International Conference June 17–19 …, 1989 | 233 | 1989 |
| Computational aspects of welding stress analysis JH Argyris, J Szimmat, KJ Willam Computer methods in applied mechanics and engineering 33 (1-3), 635-665, 1982 | 220 | 1982 |
| Fracture energy-based plasticity formulation of plain concrete E Pramono, K Willam Journal of Engineering Mechanics 115 (6), 1183-1204, 1989 | 207 | 1989 |
| Concrete over the top--or, is there life after peak? SS Smith, KJ Willam, KH Gerstle, S Sture Materials Journal 86 (5), 491-497, 1989 | 170 | 1989 |
| Localized failure analysis in elastoplastic Cosserat continua MM Iordache, K Willam Computer Methods in Applied Mechanics and Engineering 151 (3-4), 559-586, 1998 | 161 | 1998 |
| Consistent tangent formulation for 3D interface modeling of cracking/fracture in quasi-brittle materials A Caballero, KJ Willam, I Carol Computer Methods in Applied Mechanics and Engineering 197 (33-40), 2804-2822, 2008 | 140 | 2008 |
| On the formulation of anisotropic elastic degradation.: II. Generalized pseudo-Rankine model for tensile damage I Carol, E Rizzi, K Willam International Journal of Solids and Structures 38 (4), 519-546, 2001 | 131 | 2001 |
| Properties of concrete after high-temperature heating and cooling J Lee, Y Xi, K Willam ACI Materials Journal 105 (4), 334, 2008 | 129 | 2008 |
| Spurious energy dissipation/generation in stiffness recovery models for elastic degradation and damage I Carol, K Willam International journal of Solids and Structures 33 (20-22), 2939-2957, 1996 | 129 | 1996 |
| A multiscale model for modulus of elasticity of concrete at high temperatures J Lee, Y Xi, K Willam, Y Jung Cement and Concrete Research 39 (9), 754-762, 2009 | 126 | 2009 |
| Interface damage model for thermomechanical degradation of heterogeneous materials K Willam, I Rhee, B Shing Computer Methods in Applied Mechanics and Engineering 193 (30-32), 3327-3350, 2004 | 126 | 2004 |
