Advances in Structural Engineering · 2021 · 10 citations · 29 references
EngineeringCivil EngineeringMaterials EngineeringMechanical Behavior Of MaterialsStructural EngineeringStructural MaterialsDeformation AssessmentFatiguePlastic AnalysisStress AnalysisStress-strain BehaviorStructural Response AnalysisFatigue AnalysisFatigue AssessmentFatigue LifeFatigue Life AssessmentFatigue TestingLow-cycle FatiguePlastic Deformation BehaviorVariable-amplitude Loading
To quantitatively evaluate the low-cycle fatigue life of buckling-restrained braces (BRBs), an evaluation method for BRBs based on the combination of the CPD curves and CPD measurement meter (CMM) is established herein. The difference between two CPD curves (i.e., the CPD curves under constant strain amplitude loading history (C-CPD) and under random strain amplitude loading history (R-CPD)), and their selection criteria to evaluate the low-cycle fatigue life of BRBs are discussed. An example under the variable strain amplitude (VSA) loading history and an example under the multiple earthquakes are carried out. Finally, the CPD limit values of BRBs in the ANSI/AISC 341-10 and FEMA-450 are discussed by statistical analysis of the test results of BRBs. The analysis results show that the C-CPD curve can be used to evaluate the low-cycle fatigue life of BRBs under the VSA loading, and the R-CPD curve can be used to evaluate the low-cycle fatigue life of BRBs under the multiple earthquakes. The degree of reliability of the current CPD limit value is not enough. A CPD limit curve is recommended in this study to quantify the low-cycle fatigue performance of BRBs.
29
Milton A. Miner · Journal of Applied Mechanics · 1945 · 6.2K citations
Journal of Structural Engineering
Sherif El‐Tawil, Sashi K. Kunnath, C. Dale Buckner et al. · 1983 · 1.1K citations