Constitutive model for the triaxial behavior of concrete KJ William, EP Warnke International association for bridge and structural engineering proceedings …, 1975 | 2885 | 1975 |
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 | 300 | 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 | 282 | 2004 |
Fracture energy formulation for inelastic behavior of plain concrete G Etse, K Willam Journal of engineering mechanics 120 (9), 1983-2011, 1994 | 277 | 1994 |
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 | 273 | 2001 |
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 | 254 | 2011 |
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 | 239 | 2015 |
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 | 212 | 1989 |
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 | 207 | 1994 |
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 | 205 | 1982 |
Fracture energy-based plasticity formulation of plain concrete E Pramono, K Willam Journal of Engineering Mechanics 115 (6), 1183-1204, 1989 | 187 | 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 | 145 | 1998 |
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 | 124 | 2001 |
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 | 123 | 1996 |
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 | 122 | 2004 |
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 | 117 | 2008 |
Properties of concrete after high-temperature heating and cooling J Lee, Y Xi, K Willam ACI Materials Journal 105 (4), 334, 2008 | 116 | 2008 |
Localization analysis of elastic degradation with application to scalar damage E Rizzi, I Carol, K Willam Journal of Engineering Mechanics 121 (4), 541-554, 1995 | 114 | 1995 |
Micropolar elastoplasticity and its role in localization A Dietsche, P Steinmann, K Willam International Journal of Plasticity 9 (7), 813-831, 1993 | 110 | 1993 |
Localization characteristics of triaxial concrete model HD Kang, KJ Willam Journal of engineering mechanics 125 (8), 941-950, 1999 | 107 | 1999 |