Concrete cohesive curves for specimens with different sizes: A study of inverse analysis and size effect
Authors:
- Fábio Luis Gea dos SantosFSFábio Luis Gea dos Santos
- Tiago Luís Duarte FortiTFTiago Luís Duarte Forti
- 10 January 2022
- journal article
- research article
- Published by Elsevier in Engineering Fracture Mechanics
- Vol. 261
Abstract
No abstract availableKeywords
Funding Information
- Agência Nacional de Energia Elétrica (PD-00642-1304/2018)
This publication has 34 references indexed in Scilit:
- Effect of specimen size on fracture energy and softening curve of concrete: Part I. Experiments and fracture energyCement and Concrete Research, 2008
- Effect of specimen size on fracture energy and softening curve of concrete: Part II. Inverse analysis and softening curveCement and Concrete Research, 2008
- Inverse analysis of the wedge-splitting testEngineering Fracture Mechanics, 2008
- A scale-invariant cohesive crack model for quasi-brittle materialsEngineering Fracture Mechanics, 2002
- The effect of specimen size on the fracture energy and softening function of concreteMaterials and Structures, 2000
- SIZE EFFECT ON FRACTURE ENERGY OF CONCRETE DETERMINED BY THREE-POINT BENDINGCement and Concrete Research, 1997
- Size effects on tensile fracture properties: a unified explanation based on disorder and fractality of concrete microstructureMaterials and Structures, 1994
- The theoretical basis of a method to determine the fracture energyG F of concreteMaterials and Structures, 1985
- Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beamsMaterials and Structures, 1985
- Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elementsCement and Concrete Research, 1976