Flexural strength and load–deformation relationship of fly‐ash‐based geopolymer concrete beams
Abstract Four‐point bending tests were conducted to investigate the flexural properties of fly‐ash‐based geopolymer concrete beams. Although geopolymer concrete has a stress–strain relationship with brittle compressive softening behavior, it can be used as a flexural member because it exhibits ducti...
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| Principais autores: | , |
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| Format: | Artigo |
| Sprog: | Inglês |
| Udgivet: |
Wiley
2023-01-01
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| Serier: | Japan Architectural Review |
| Fag: | |
| Online adgang: | https://doi.org/10.1002/2475-8876.12331 |
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