Nonlinear FEM considering concrete damaged plasticity for beam-to-column joints with bolted metal plates
This study investigates the performance of mechanical beam–column joints with bolted endplates and grouted concrete fillers in reinforced concrete (RC) frames. Investigations were conducted using nonlinear finite element analyses (FEA) considering concrete damaged plasticity. Numerical models were c...
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| Principais autores: | , |
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| Format: | Artigo |
| Sprog: | Inglês |
| Udgivet: |
Taylor & Francis Group
2026-05-01
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| Serier: | Journal of Asian Architecture and Building Engineering |
| Fag: | |
| Online adgang: | http://dx.doi.org/10.1080/13467581.2025.2490848 |
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