Damage evolution in AAR affected concretes

Engineering Fracture Mechanics

Volumn 35, Issue 1-3, 1990, Pages 211-218

  Crouch, R S ^a   Wood, J G M ^a  

^a MOTT MACDONALD   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0042722615     PISSN: 00137944     EISSN: None     Source Type: Journal    
DOI: 10.1016/0013-7944(90)90199-Q     Document Type: Article

References (19)

1. Spirally reinforced high-strength concrete columns
2. Some aspects of the micromechanics of concrete
3. Estimation of elastic modulus of concrete from hydration parameters
4. Mechanics of concrete systems: Current approaches to assessing material behaviour and some possible extensions
5. Elastic moduli of hardened Portland cement and tricalcium silicate pastes: Effect of porosity
6. The determination of the elastic field of an ellipsoidal inclusion and related problems
7. influence of aggregate volume concentration upon the workability of concrete and some predictions from the viscosity-elasticity analogy
8. Deformation of concrete and its constituent materials in uniaxial tension
9. Towards the quantification of reliability: Some developments in methods from case studies on deteriorating structures
10. Management strategies for buildings and bridges subject to degradation from alkali aggregate reaction
11. The structural effects of alkali-aggregate reaction in reinforced concrete
12. Strain due to submicrocracking in cement paste
13. Crack propagation in a composite material
14. Constitutive models with rotating active plane and true stress
15. Effective moduli, non-linear deformation and strength of a cracked elastic solid
16. The effects of cracks on the uniaxial elastic compression of rocks
17. Mechanics of solids with defective microstructure
18. The stiffness damage test—A quantative method of assessing damaged concrete