Research Article
Stay-in-Place Formwork of TRC Designed as Shear Reinforcement for Concrete Beams
Table 1
Material characteristics of HPFRCC IPC.
| | Interlaminar shear strength (MPa) | 4,4 | | Tensile strength (MPa) | 50,0 | | Ultimate strain (%) | 1,2 | | Young’s modulus stage I (GPa) | 18,0 | | Young’s modulus stage III (GPa) | 4,0 |
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