Biaxial Fracture Behaviour of Steel-Span and Steel-Fibre- Reinforced Concrete
The wedge splitting method according Tschegg has been used to determine the fracture-mechanical values for cubes (e.g. 150 × 150 × 150 mm3) under uniaxial (tension) and biaxial (compression + orthogonal tension) loading. The steel-fibre-reinforced concrete had fibre lengths of 15 to 60 mm and a volu...
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| Veröffentlicht in: | Journal of Advanced Concrete Technology 2009/06/30, Vol.7(2), pp.229-238 |
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| creator | Tschegg, Elmar K. |
| description | The wedge splitting method according Tschegg has been used to determine the fracture-mechanical values for cubes (e.g. 150 × 150 × 150 mm3) under uniaxial (tension) and biaxial (compression + orthogonal tension) loading. The steel-fibre-reinforced concrete had fibre lengths of 15 to 60 mm and a volume content of 0.5 to 1%. The fracture behaviour and the influence of the fibre length and the fibre content on the fracture parameters can be explained qualitatively using a very simple model. Finally, some aspects relating to the biaxial fracture testing in steel-fibre-reinforced concrete which are of interest to engineers are discussed. |
| doi_str_mv | 10.3151/jact.7.229 |
| format | Article |
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The steel-fibre-reinforced concrete had fibre lengths of 15 to 60 mm and a volume content of 0.5 to 1%. The fracture behaviour and the influence of the fibre length and the fibre content on the fracture parameters can be explained qualitatively using a very simple model. 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| title | Biaxial Fracture Behaviour of Steel-Span and Steel-Fibre- Reinforced Concrete |
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