摘要
对轧后淬火、自回火(QST)HRB400钢筋的低周疲劳寿命进行了试验测定。针对高应变低周疲劳的分散性,采用威布尔双参数概率函数、正态分布与对数正态分布函数及t分布函数等多种数理统计方法,对所测得的低周疲劳寿命进行了统计处理与分析。结果表明,在所采用的概率函数中,t分布函数应用于疲劳寿命的分析具有最高的可靠性,正态分布应用于疲劳寿命的分析最不具可靠性,威布尔最大似然法应用于疲劳寿命的分析最为安全。统计分析结果可为钢筋高应变低周疲劳寿命的数据分析提供可靠的理论依据。
High strain and low cycle fatigue (HSLCF)life of anti-seismic behaviors of rebars was investigaoted. Reliable theoretical basis was provided for data analysis on high strain and low cycle fatigue life of anti-seismic behaviors of rebars. The low cycle fatigue life of the HRB400 anti-seismic behaviors of rebars by quenching and self tempering (QST) process was tested. Because the low cycle fatigue life data was disperse, some kinds of mathematical statistics methods, such as Weibull double parameters probability function, normal distribution, lognormal distribution function and t-distribution function were used to statistically analyze the low cycle fatigue life data. The results indicate that in all of the probability functions, the low cycle fatigue life has the highest reliability by the t-distribution function method; the low cycle fatigue life has the lowest reliability by the normal distribution method; and the low cycle fatigue life has the highest safety by Weibull maximum likelihood method.
出处
《土木建筑与环境工程》
CSCD
北大核心
2012年第6期8-12,共5页
Journal of Civil,Architectural & Environment Engineering
基金
国家科技支撑计划(2007BAE30B05)
关键词
疲劳寿命
高应变低周疲劳
钢筋
数理统计
fatigue life
low cycle
the steel bar
mathematical statistics