Effectiveness of externally bonded CFRP strips for strengthening flanged beams under torsion: An experimental study
• The gaps in the area of FRP strengthened beams under torsion were outlined. • Eleven beams strengthened using FRP were tested under torsion. • Anchored U-jacket and unanchored extended U-jacket were examined. • Experimental results will enrich the available database knowledge. • The FRP contributi...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Deifalla, A. [verfasserIn] |
|---|
| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2013 |
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| Schlagwörter: |
|---|
| Umfang: |
11 |
|---|
| 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:56 ; year:2013 ; pages:2065-2075 ; extent:11 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.engstruct.2013.08.027 |
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ELV021608814 |
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| 520 | |a • The gaps in the area of FRP strengthened beams under torsion were outlined. • Eleven beams strengthened using FRP were tested under torsion. • Anchored U-jacket and unanchored extended U-jacket were examined. • Experimental results will enrich the available database knowledge. • The FRP contribution was found to be significantly dependent on the used strengthening technique. | ||
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10.1016/j.engstruct.2013.08.027 doi GBVA2013002000001.pica (DE-627)ELV021608814 (ELSEVIER)S0141-0296(13)00394-5 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Deifalla, A. verfasserin aut Effectiveness of externally bonded CFRP strips for strengthening flanged beams under torsion: An experimental study 2013 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • The gaps in the area of FRP strengthened beams under torsion were outlined. • Eleven beams strengthened using FRP were tested under torsion. • Anchored U-jacket and unanchored extended U-jacket were examined. • Experimental results will enrich the available database knowledge. • The FRP contribution was found to be significantly dependent on the used strengthening technique. L-shaped beams and T-shaped beams Elsevier Strips Elsevier Toughness Elsevier FRP Elsevier Ductility Elsevier Anchored U-jacket Elsevier Torsion Elsevier Extended U-jacket Elsevier Awad, A. oth Elgarhy, M. 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:56 year:2013 pages:2065-2075 extent:11 https://doi.org/10.1016/j.engstruct.2013.08.027 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 56 2013 2065-2075 11 045F 690 |
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• The gaps in the area of FRP strengthened beams under torsion were outlined. • Eleven beams strengthened using FRP were tested under torsion. • Anchored U-jacket and unanchored extended U-jacket were examined. • Experimental results will enrich the available database knowledge. • The FRP contribution was found to be significantly dependent on the used strengthening technique. |
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• The gaps in the area of FRP strengthened beams under torsion were outlined. • Eleven beams strengthened using FRP were tested under torsion. • Anchored U-jacket and unanchored extended U-jacket were examined. • Experimental results will enrich the available database knowledge. • The FRP contribution was found to be significantly dependent on the used strengthening technique. |
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• The gaps in the area of FRP strengthened beams under torsion were outlined. • Eleven beams strengthened using FRP were tested under torsion. • Anchored U-jacket and unanchored extended U-jacket were examined. • Experimental results will enrich the available database knowledge. • The FRP contribution was found to be significantly dependent on the used strengthening technique. |
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