| contributor author | Richard D. Granata | |
| contributor author | James C. Wilson | |
| contributor author | John W. Fisher | |
| date accessioned | 2017-05-08T21:21:03Z | |
| date available | 2017-05-08T21:21:03Z | |
| date copyright | September 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%291076-0342%281996%292%3A3%28139%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/48024 | |
| description abstract | Corrosive exposure and subsequent deterioration of weathering steel structures cause strength loss due to cross-section thinning as well as crack susceptibility due to formation of notches that concentrate stresses. Key issues include rapidly drying versus extended wet time surfaces, the relationship of clean versus debris-covered surfaces to corrosion, and disparities between test site and service conditions. An adequate understanding of corrosion, corrosion's relationship to steel structure serviceability, and the ability to monitor, predict, and abate corrosion are important needs for weathering steel structures. To implement these needs, data on corrosive conditions were collected from corrosion coulometers placed on seven structures in varied environments, at one preconstruction site and at two corrosion test sites. An analysis of corrosion processes leading to cross-section thinning, notching, and loss of fatigue strength is presented. Improved service and maintenance, enhanced design methodologies, and cost savings are anticipated outcomes. | |
| publisher | American Society of Civil Engineers | |
| title | Assessing Corrosion on Steel Structures Using Corrosion Coulometer | |
| type | Journal Paper | |
| journal volume | 2 | |
| journal issue | 3 | |
| journal title | Journal of Infrastructure Systems | |
| identifier doi | 10.1061/(ASCE)1076-0342(1996)2:3(139) | |
| tree | Journal of Infrastructure Systems:;1996:;Volume ( 002 ):;issue: 003 | |
| contenttype | Fulltext | |