Experimental and analytical study on stress concentration of corroded bridge wires
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Bibliographic Details
| Author(s): |
Kazuhiro Miyachi
(Graduate School Tokai University, Hiratsuka, Japan)
Shunichi Nakamura (Professor, Tokai University, Hiratsuka, Japan) |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015 | ||||
| Published in: | IABSE Conference Geneva 2015 | ||||
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| Page(s): | 1056-1063 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2015 | ||||
| DOI: | 10.2749/222137815818358259 | ||||
| Abstract: |
The wire specimens with artificial pits whose sizes were decided by the measured corrosion pit data. Three different pit shapes were assumed: round, triangle and triangle with a notch. Stress concentration factor at the sharp edge of pits were obtained by strain gauge measurement and 3D FEM analysis. Both methods showed that strain was almost same value and stress concentration is larger for sharper pit shapes. |
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| Keywords: |
corrosion stress concentration corroded bridge wire 3D FEM analysis
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