Stress intensity factor formulas and dimensionless compliance formula of chevron-notch three point bend specimen obtained by use of straight-through-crack assumption (STCA) and Bluhm's slice model have been presented. Two stress intensity factor coefficient formulas have been compared with the exper
Determination of fracture parameters of plain concrete using three-point bend test
- Publisher
- Elsevier Science
- Year
- 1991
- Tongue
- English
- Weight
- 31 KB
- Volume
- 28
- Category
- Article
- ISSN
- 0148-9062
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