An application of the direct strength method to the design of castellated beams subject to flexure
• A comprehensive numerical study of castellated beams is proposed. • Eigenvalue and fully nonlinear FEA with geometric imperfections are conducted. • An approach based on the Direct Strength Method is proposed and equations derived. • The method is then compared with current standards procedures sh...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Weidlich, Christovam M. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2021 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions - Mariani, Marcello M. ELSEVIER, 2022, the journal of earthquake, wind and ocean engineering, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:243 ; year:2021 ; day:15 ; month:09 ; pages:0 |
| Links: |
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| DOI / URN: |
10.1016/j.engstruct.2021.112646 |
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ELV054735874 |
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| 520 | |a • A comprehensive numerical study of castellated beams is proposed. • Eigenvalue and fully nonlinear FEA with geometric imperfections are conducted. • An approach based on the Direct Strength Method is proposed and equations derived. • The method is then compared with current standards procedures showing good results. | ||
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An application of the direct strength method to the design of castellated beams subject to flexure |
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• A comprehensive numerical study of castellated beams is proposed. • Eigenvalue and fully nonlinear FEA with geometric imperfections are conducted. • An approach based on the Direct Strength Method is proposed and equations derived. • The method is then compared with current standards procedures showing good results. |
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