Prediction of steel fibre reinforced concrete under flexure from an inferred fibre pull-out response
Steel fibre-reinforced concrete (SFRC) is being used in a variety of structural applications, yet there is still considerable debate how to express and evaluate flexural toughness for design purposes. This is holding back the material’s development as a permanent structural material. Existing beam a...
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| Main Authors: | , , , , |
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| Format: | Default Article |
| Published: |
2006
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| Subjects: | |
| Online Access: | https://hdl.handle.net/2134/3900 |
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