A temperature-indexed concrete damage plasticity framework for thermomechanical analysis of concrete structures
Abstract This study develops an integrated experimental–numerical framework to investigate the behavior of reinforced concrete (RC) cylinders under thermal–mechanical coupling across 20–800 °C. Laboratory tests, including heat-after-force (residual) and thermo-mechanically coupled loading paths, wer...
Gorde:
| Egile Nagusiak: | , , |
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| Formatua: | Artigo |
| Hizkuntza: | Inglês |
| Argitaratua: |
SpringerOpen
2025-10-01
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| Saila: | Journal of Engineering and Applied Science |
| Gaiak: | |
| Sarrera elektronikoa: | https://doi.org/10.1186/s44147-025-00753-2 |
| Etiketak: |
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