Cyclic behavior of polypropylene fiber reinforced concrete beams with prestressed CFRP tendons and nonprestressed steel bars
• Cyclic behavior of FRC beams with prestressed CFRP tendons and nonprestressed steel bars was investigated. • Effects of partial prestressing ratio, reinforcing index, and prestressing level on ductility and deformability were evaluated. • Compression failure was a more favorable failure mode compa...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Peng, Fei [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2023 |
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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:275 ; year:2023 ; day:15 ; month:01 ; pages:0 |
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| DOI / URN: |
10.1016/j.engstruct.2022.115201 |
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| 520 | |a • Cyclic behavior of FRC beams with prestressed CFRP tendons and nonprestressed steel bars was investigated. • Effects of partial prestressing ratio, reinforcing index, and prestressing level on ductility and deformability were evaluated. • Compression failure was a more favorable failure mode compared to the tension failure. • Design recommendations were made to ensure a minimum curvature ductility of 2.0. | ||
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• Cyclic behavior of FRC beams with prestressed CFRP tendons and nonprestressed steel bars was investigated. • Effects of partial prestressing ratio, reinforcing index, and prestressing level on ductility and deformability were evaluated. • Compression failure was a more favorable failure mode compared to the tension failure. • Design recommendations were made to ensure a minimum curvature ductility of 2.0. |
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• Cyclic behavior of FRC beams with prestressed CFRP tendons and nonprestressed steel bars was investigated. • Effects of partial prestressing ratio, reinforcing index, and prestressing level on ductility and deformability were evaluated. • Compression failure was a more favorable failure mode compared to the tension failure. • Design recommendations were made to ensure a minimum curvature ductility of 2.0. |
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• Cyclic behavior of FRC beams with prestressed CFRP tendons and nonprestressed steel bars was investigated. • Effects of partial prestressing ratio, reinforcing index, and prestressing level on ductility and deformability were evaluated. • Compression failure was a more favorable failure mode compared to the tension failure. • Design recommendations were made to ensure a minimum curvature ductility of 2.0. |
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