Repair effect of externally bonded CFRP on propagation life of fatigue cracks initiated at in-plane welded gusset joints
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Bibliographic Details
Author(s): |
Atsushi Matano
(Tokyo Metropolitan University, Graduate School of Urban Environmental Sciences, Department of Civil and Environmental Engineering, Hachioji-shi, Tokyo, Japan)
Hitoshi Nakamura (Tokyo Metropolitan University, Graduate School of Urban Environmental Sciences, Department of Civil and Environmental Engineering, Hachioji-shi, Tokyo, Japan) Visal Thay (Utsunomiya University, Department of Civil Engineering and Regional Design, Utsunomiya-shi, Tochigi, Japan) Takehiko Tsubokawa (MODEC, Inc., Engineering Department, Chuo-ku, Tokyo, Japan) Takehiro Matsui (Toray Industries, Inc., First Advanced Composites Technical Department, Chuo-ku, Tokyo, Japan) |
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Medium: | conference paper | ||||
Language(s): | English | ||||
Conference: | IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022 | ||||
Published in: | IABSE Symposium Prague 2022 | ||||
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Page(s): | 1188-1195 | ||||
Total no. of pages: | 8 | ||||
DOI: | 10.2749/prague.2022.1188 | ||||
Abstract: |
Focusing on fatigue cracks initiated at in-plane gusset welded joints, the delay in crack growth life due to externally bonded CFRP was experimentally verified. The results indicate that CFRP prevents the release of residual stress, subsequently delays crack growth in the compressive residual stress area. |
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Keywords: |
crack repair CFRP in-plane gusset weld residual stress
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Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
License: | This creative work is copyrighted material and may not be used without explicit approval by the author and/or copyright owner. |