Mixed-mode crack propagation through reinforced concrete
- 30 November 2007
- journal article
- Published by Elsevier BV in Engineering Fracture Mechanics
- Vol. 74 (17), 2788-2809
- https://doi.org/10.1016/j.engfracmech.2007.01.004
Abstract
No abstract availableKeywords
This publication has 12 references indexed in Scilit:
- Experimental study on the influence of the shape of the cross-section and the rebar arrangement on the fracture of LRC beamsMaterials and Structures, 2006
- Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams Without Stirrups: II. Verification and CalibrationJournal of Structural Engineering, 2005
- Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams Without Stirrups: I. FormulationJournal of Structural Engineering, 2005
- Quasibrittle fracture scaling and size effectMaterials and Structures, 2004
- Hypothesis for Localized Horizontal Shearing Failure Mechanism of Slender RC BeamsJournal of Structural Engineering, 1999
- Experimental study of fracture of lightly reinforced concrete beamsMaterials and Structures, 1998
- Stiffness associated with quasi-concentrated loadsMaterials and Structures, 1994
- Fracture of reinforced concrete: Scale effects and snap-back instabilityEngineering Fracture Mechanics, 1990
- Minimum Reinforcement in High‐Strength ConcreteJournal of Structural Engineering, 1990
- Size Effect in Blunt Fracture: Concrete, Rock, MetalJournal of Engineering Mechanics, 1984