| contributor author | Shunichi | |
| contributor author | Nakamura | |
| contributor author | Keita | |
| contributor author | Suzumura | |
| date accessioned | 2017-05-08T21:35:25Z | |
| date available | 2017-05-08T21:35:25Z | |
| date copyright | March 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29be%2E1943-5592%2E0000368.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/56911 | |
| description abstract | Fatigue tests were conducted for corroded galvanized steel wires on three corrosion levels, showing that fatigue strength of corroded wires lowers as corrosion progresses. Corrosion pits were measured on the corroded specimens, showing severer corrosion produced deeper pits in more condensed areas. Fatigue tests were then conducted for 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. The wire specimens with round pits did not break until 1 million cycles in the stress range of 400 MPa. The fatigue strength of wires with the triangular pit was lower than that with a round shape. Triangular pit specimens broke at fewer cycles for shorter pit length. The fatigue strength of wires with a notched triangle further decreased, and critical cycles did not depend on pit length. As the | |
| publisher | American Society of Civil Engineers | |
| title | Experimental Study on Fatigue Strength of Corroded Bridge Wires | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 3 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)BE.1943-5592.0000366 | |
| tree | Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 003 | |
| contenttype | Fulltext | |