## Abstract In this study, three‐point bending tests were carried out on notched beams to investigate mode I crack propagation in plain concrete under fatigue. The first part of the study focused on microscopic observations of the crack growth features. Microscopic observations were made using the
✦ LIBER ✦
Modelling crack propagation in concrete structures with a two scale approach
✍ Scribed by Khalil Haidar; Jean François Dubé; Gilles Pijaudier-Cabot
- Publisher
- John Wiley and Sons
- Year
- 2003
- Tongue
- English
- Weight
- 366 KB
- Volume
- 27
- Category
- Article
- ISSN
- 0363-9061
- DOI
- 10.1002/nag.318
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