题名: |
EFFECT OF CORROSION ON CRACK DEVELOPMENT AND FATIGUE LIFE. |
作者: |
Fisher-JW; Kaufmann-EJ; Pense-AW |
关键词: |
BRIDGE-STRUCTURES; CORROSION-FATIGUE; CORROSION-CRACKING; HISTORY-; FATIGUE-CRACKS; STRUCTURAL-BEHAVIOR; CORROSION-NOTCHES; STRESS-CORROSION; HIGH-STRENGTH-STEEL; WELD-METAL; FATIGUE-LIFE |
摘要: |
Fatigue and fracture as well as loss of section caused by corrosion are time-dependent performance characteristics that have the potential to jeopardize the integrity of bridge structures. During the past 25 years these conditions have developed in a number of bridges, resulting in loss of service, costly repairs, and concern about the safety of these structures. A review of the experience with such time-dependent damage since 1970 is presented. The experience is grouped into three categories: fatigue cracking resulting from changes in structural behavior as a result of corrosion, fatigue cracking resulting from development of corrosion notches in members, and stress corrosion of high-strength steel and weld metal. The examples cited illustrate the role of corrosion phenomena in bridge service and the need to control the corrosion conditions on bridge structures. |
总页数: |
Transportation Research Record. 1998. (1624) pp110-117 (Phots., Figs., 18 Ref.) |
报告类型: |
科技报告 |