Patch Plate Strengthening of Steel Box Member by Frictional High-Strength Bolts/Studs
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Détails bibliographiques
| Auteur(s): |
Hina Ishiguro
(Osaka Metropolitan University, Osaka, JAPAN)
Takashi Yamaguchi (Osaka Metropolitan University, Osaka, JAPAN) Manabu Okumura (FaB-Tec Japan Corporation, JAPAN) Keito Suzuki (FaB-Tec Japan Corporation, JAPAN) Yuta Yamamoto (FaB-Tec Japan Corporation, JAPAN) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Construction’s Role for a World in Emergency, Manchester, United Kingdom, 10-14 April 2024 | ||||
| Publié dans: | IABSE Symposium Manchester 2024 | ||||
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| Page(s): | 831-839 | ||||
| Nombre total de pages (du PDF): | 9 | ||||
| DOI: | 10.2749/manchester.2024.0831 | ||||
| Abstrait: |
An analytical study was conducted to examine the differences in design and reinforcement effectiveness in patch plate reinforcement using high-strength bolts and studs. High-strength stud bolts, which were recently developed in Japan, allow for one-sided installation. From the obtained analytical results, it was found that the yield load of the high-strength stud bolt was 13% higher than that of the high-strength bolt because of the absence of cross-sectional defects in the main plate, and the rate of increase in slip load twice as large. In addition, it was shown that the thickness of the patch plate could be reduced by 11 mm, and the ratio of the load transmitted to the patch plate was also higher. It has been concluded that the usage of high-strength studs reinforcement is desired from the viewpoint of mechanical rationality and economical aspects. |
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| Mots-clé: |
ferraillage
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