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For the purpose of reducing dead load, an orthotropic steel deck is used in many long span bridges. The Honshu-Shikoku Bridges use orthotropic steel decks stiffened by closed section ribs (trough rib) as well. With the increase of the service years, fatigue cracks resulting from large vehicles have been observed. For the bead-penetrating cracks that initiate at weld root and grow toward bead surface in troughdeck weld, several repair methods have been studied. However, effective methods that are applicable from the underside of the deck are still under development. In this paper, development of plate-splicing methods that are applicable from the underside of the deck using Thread Rolling Screw and other fasteners and results of the fatigue tests to confirm their performances are described.
Masahiro Sakanob. 2018. \u201cA Study on Repair Method using TRS for Fatigue Cracks in Orthotropic Steel Deck\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 17 (GJRE Volume 17 Issue E4): .
Crossref Journal DOI 10.17406/gjre
Print ISSN 0975-5861
e-ISSN 2249-4596
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Total Score: 149
Country: Japan
Subject: Global Journal of Research in Engineering - E: Civil & Structural
Authors: Yoshiaki Mizokami, Masafumi Kamataa, Yuki Kishia, Masahiro Sakanob (PhD/Dr. count: 0)
View Count (all-time): 231
Total Views (Real + Logic): 3323
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Publish Date: 2018 01, Fri
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For the purpose of reducing dead load, an orthotropic steel deck is used in many long span bridges. The Honshu-Shikoku Bridges use orthotropic steel decks stiffened by closed section ribs (trough rib) as well. With the increase of the service years, fatigue cracks resulting from large vehicles have been observed. For the bead-penetrating cracks that initiate at weld root and grow toward bead surface in troughdeck weld, several repair methods have been studied. However, effective methods that are applicable from the underside of the deck are still under development. In this paper, development of plate-splicing methods that are applicable from the underside of the deck using Thread Rolling Screw and other fasteners and results of the fatigue tests to confirm their performances are described.
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