The purpose of the present paper is to examine the hysteretic stressstrain behavior of steel fiber reinforced concrete and steel fiber reinforced mortar under uniaxial compression and to propose mathematical expressions of stress-strain curves based on experimental data. The stress-strain relations
β¦ LIBER β¦
Stress-strain state of fiber bundles in glass-fiber-reinforced concrete structural elements
β Scribed by F. N. Rabinovich; L. L. Lemysh
- Publisher
- Springer US
- Year
- 1996
- Tongue
- English
- Weight
- 248 KB
- Volume
- 53
- Category
- Article
- ISSN
- 0361-7610
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