Finite element study of Rectangular hollow sections (RHS) beam–column connections with web openings
Abstract This study investigates the influence of web opening geometry and placement on the structural response of Rectangular Hollow Section (RHS) beam-to-column connections under monotonic loading. A three-dimensional finite element model was developed in ANSYS and validated against published expe...
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| Autori principali: | , , , |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Springer
2026-06-01
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| Serie: | Discover Civil Engineering |
| Soggetti: | |
| Accesso online: | https://doi.org/10.1007/s44290-026-00537-4 |
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