Abstract
This paper investigates the differences in the predicted fatigue life of transverse butt weld joints and cover-plated beams considering statistically based fitting methods on fatigue test data and comparing the results with the S-N relation proposed in international standards. The test data fitting are performed by employing the Least Square Method (LSM) and the Maximum Likelihood Method (MLM) taking into account the contribution of the runouts. The Mean curve, the characteristic curve and the design curve have been derived. In order to consider the effect of Variable Amplitude loading, the S-N curves have been extended and the fatigue damage according to the Palmgren-Miner cumulative damage rule is evaluated for a load spectrum that follows a Rayleigh distribution. The results have been compared and discussed together with a Linear Elastic Fracture Mechanics (LEFM) based fatigue prediction.
Original language | English |
---|---|
Title of host publication | Engineering the Future : 39th IABSE Symposium, 19-23 September 2017, Vancouver, British Columbia |
Pages | 2551-2558 |
Number of pages | 8 |
ISBN (Electronic) | 9783857481536 |
Publication status | Published - 2017 |
Event | 39th IABSE Symposium in Vancouver 2017: Engineering the Future: Engineering the Future - Vancouver, Canada Duration: 21 Sept 2017 → 23 Sept 2017 http://www.iabse2017.org |
Conference
Conference | 39th IABSE Symposium in Vancouver 2017: Engineering the Future |
---|---|
Country/Territory | Canada |
City | Vancouver |
Period | 21/09/17 → 23/09/17 |
Internet address |
Keywords
- Bridges
- Fatigue damage
- Fracture mechanics
- Steel
- Welds