摘要
在对钢管混凝土轴心受压短柱的徐变进行分析的基础上 ,进一步考虑了徐变对其紧箍应力的影响。构造了徐变过程中计算构件紧箍应力的方法 ,应用此方法首次得到了构件的紧箍应力在徐变过程中的变化趋势 ,与试验结果对比证明本方法是正确。
In this paper, based on the creep analysis of axially compressed CFST(Concrete Filled Steel Tubular) short columnc, the effect of creep on confining stress was considered and an effective method to calculate confining stress in the procedure of creep was constructed. The change trend of confining stress in the course of creep obtained by this method was proved by the conclusion of experiments.
出处
《铁道学报》
EI
CSCD
北大核心
2000年第B05期92-94,共3页
Journal of the China Railway Society
基金
铁道部科技发展基金资助项目! (J99Z0 71)
关键词
钢管混凝土轴心
受压短柱
徐变
紧箍应力
迭代
axially compressed CFST short column
creep
confining stress
iteration