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
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.] |
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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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Katalog-ID: |
ELV054735874 |
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10.1016/j.engstruct.2021.112646 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001579.pica (DE-627)ELV054735874 (ELSEVIER)S0141-0296(21)00796-3 DE-627 ger DE-627 rakwb eng 330 600 VZ 85.15 bkl Weidlich, Christovam M. verfasserin aut An application of the direct strength method to the design of castellated beams subject to flexure 2021 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • 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. Direct Strength Method Elsevier Computational modeling Elsevier Castellated beams Elsevier Local buckling Elsevier Buckling interaction Elsevier Global buckling Elsevier Sotelino, Elisa D. oth Cardoso, Daniel C.T. oth Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:243 year:2021 day:15 month:09 pages:0 https://doi.org/10.1016/j.engstruct.2021.112646 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 243 2021 15 0915 0 |
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10.1016/j.engstruct.2021.112646 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001579.pica (DE-627)ELV054735874 (ELSEVIER)S0141-0296(21)00796-3 DE-627 ger DE-627 rakwb eng 330 600 VZ 85.15 bkl Weidlich, Christovam M. verfasserin aut An application of the direct strength method to the design of castellated beams subject to flexure 2021 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • 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. Direct Strength Method Elsevier Computational modeling Elsevier Castellated beams Elsevier Local buckling Elsevier Buckling interaction Elsevier Global buckling Elsevier Sotelino, Elisa D. oth Cardoso, Daniel C.T. oth Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:243 year:2021 day:15 month:09 pages:0 https://doi.org/10.1016/j.engstruct.2021.112646 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 243 2021 15 0915 0 |
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10.1016/j.engstruct.2021.112646 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001579.pica (DE-627)ELV054735874 (ELSEVIER)S0141-0296(21)00796-3 DE-627 ger DE-627 rakwb eng 330 600 VZ 85.15 bkl Weidlich, Christovam M. verfasserin aut An application of the direct strength method to the design of castellated beams subject to flexure 2021 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • 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. Direct Strength Method Elsevier Computational modeling Elsevier Castellated beams Elsevier Local buckling Elsevier Buckling interaction Elsevier Global buckling Elsevier Sotelino, Elisa D. oth Cardoso, Daniel C.T. oth Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:243 year:2021 day:15 month:09 pages:0 https://doi.org/10.1016/j.engstruct.2021.112646 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 243 2021 15 0915 0 |
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10.1016/j.engstruct.2021.112646 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001579.pica (DE-627)ELV054735874 (ELSEVIER)S0141-0296(21)00796-3 DE-627 ger DE-627 rakwb eng 330 600 VZ 85.15 bkl Weidlich, Christovam M. verfasserin aut An application of the direct strength method to the design of castellated beams subject to flexure 2021 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • 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. Direct Strength Method Elsevier Computational modeling Elsevier Castellated beams Elsevier Local buckling Elsevier Buckling interaction Elsevier Global buckling Elsevier Sotelino, Elisa D. oth Cardoso, Daniel C.T. oth Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:243 year:2021 day:15 month:09 pages:0 https://doi.org/10.1016/j.engstruct.2021.112646 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 243 2021 15 0915 0 |
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10.1016/j.engstruct.2021.112646 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001579.pica (DE-627)ELV054735874 (ELSEVIER)S0141-0296(21)00796-3 DE-627 ger DE-627 rakwb eng 330 600 VZ 85.15 bkl Weidlich, Christovam M. verfasserin aut An application of the direct strength method to the design of castellated beams subject to flexure 2021 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • 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. Direct Strength Method Elsevier Computational modeling Elsevier Castellated beams Elsevier Local buckling Elsevier Buckling interaction Elsevier Global buckling Elsevier Sotelino, Elisa D. oth Cardoso, Daniel C.T. oth Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:243 year:2021 day:15 month:09 pages:0 https://doi.org/10.1016/j.engstruct.2021.112646 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 243 2021 15 0915 0 |
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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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• 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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• 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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