Micromechanics of crack bridging in fibre-reinforced concrete
1993
The stress-crack width relationship has been determined experimentally for concretes reinforced with two types of fibres, steel and polypropylene, of various fibre volume fractions. A micromechanics-based theoretical model is proposed which captures the essential features of the stress-crack width relationships at small crack widths (less than 0.3 mm).
Keywords:
- Correction
- Source
- Cite
- Save
- Machine Reading By IdeaReader
18
References
222
Citations
NaN
KQI