Cohesive crack, size effect, crack band and work-of-fracture models compared to comprehensive concrete fracture tests

Author:

Hoover Christian G.,Bažant Zdeněk P.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,Modelling and Simulation,Computational Mechanics

Reference40 articles.

1. Bažant ZP (1982) Crack band model for fracture of geomaterials. In: Proceedings of the 4th international conference on numerical methods in geomechanics, University of Alberta, Edmonton, (ed). by Eisenstein Z, held at University of Alberta, Edmonton, vol 3, pp 1137–1152

2. Bažant ZP (1984) Size effect in blunt fracture: concrete, rock, metal. ASCE J Eng Mech 110(4):518–535

3. Bažant ZP (1996) Size effect aspects of measurement of fracture characteristics of quasibrittle material. Ad Cem Based Mater 4(3/4):128–137

4. Bažant ZP (2005) Scaling of structural strength. Elsevier, MA, Burlington

5. Bažant ZP, Becq-Giraudon E (2002) Statistical prediction of fracture parameters of concrete and implications for choice of testing standard. Cem Concr Res 32(4):529–556

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