Citation: Zp. Bazant et D. Novak, Proposal for standard test of modulus of rupture of concrete with its sizedependence, ACI MATER J, 98(1), 2001, pp. 79-87
Citation: M. Brocca et Zp. Bazant, Size effect in concrete columns: Finite-element analysis with microplane model, J STRUC ENG, 127(12), 2001, pp. 1382-1390
Citation: J. Planas et al., Reinterpretation of Karihaloo's size effect analysis for notched quasibrittle structures, INT J FRACT, 111(1), 2001, pp. 17-28
Citation: M. Brocca et Zp. Bazant, Microplane finite element analysis of tube-squash test of concrete with shear angles up to 70 degrees, INT J NUM M, 52(10), 2001, pp. 1165-1188
Citation: M. Brocca et al., Microplane model for stiff foams and finite element analysis of sandwich failure by core indentation, INT J SOL S, 38(44-45), 2001, pp. 8111-8132
Citation: Zp. Bazant et A. Steffens, Reply to the discussion by G.M. Idorn of the paper "Mathematical model forkinetics of alkali-silica reaction in concrete", CEM CONCR R, 31(7), 2001, pp. 1111-1113
Authors:
Bazant, ZP
Caner, FC
Carol, I
Adley, MD
Akers, SA
Citation: Zp. Bazant et al., Microplane model M4 for concrete. I: Formulation with work-conjugate deviatoric stress, J ENG MEC, 126(9), 2000, pp. 944-953
Citation: Zp. Bazant et Jjh. Kim, Size effects in penetration of sea ice plate with part-through cracks. I: Theory. II: Results - Closure, J ENG MEC, 126(4), 2000, pp. 440-442
Citation: Zp. Bazant et al., Fracture mechanics of ASR in concretes with waste glass particles of different sizes, J ENG MEC, 126(3), 2000, pp. 226-232
Citation: Zp. Bazant et D. Novak, Probabilistic nonlocal theory for quasibrittle fracture initiation and size effect. I: Theory, J ENG MEC, 126(2), 2000, pp. 166-174
Citation: Zp. Bazant et D. Novak, Probabilistic nonlocal theory for quasibrittle fracture initiation and size effect. II: Application, J ENG MEC, 126(2), 2000, pp. 175-185
Citation: Zp. Bazant, Stability of elastic, anelastic, and disintegrating structures: A conspectus of main results, Z ANG MA ME, 80(11-12), 2000, pp. 709-732
Citation: Zp. Bazant et al., Finite strain tube-squash test of concrete at high pressures and sheer angles up to 70 degrees, ACI MATER J, 96(5), 1999, pp. 580-592