摘要
依据已有试验数据建立锈损钢筋混凝土梁的有限元模型,将锈蚀和疲劳荷载各作为一种损伤变量加到钢筋混凝土模型梁中去,进行有限元模拟分析.从分析中得到不同锈蚀率钢筋混凝土梁的疲劳性能.将由钢筋疲劳本构关系计算出的梁的疲劳寿命值与试验梁结果值进行比较,证明了分析模型的合理性,为损伤构件的抗疲劳设计提供了依据.
Based on the experimental data,the finite element models of reinforced concrete beam is established through ANSYS,which the corrosion damage and fatigue damage are considered. The fatigue performance of reinforced concrete beam of different corrosion degrees is further discussed from the analysis. The results of the finite element analysis are compared with that of model experiments. It supports a new method for the anti-fatigue design of structural member.
出处
《湖南工程学院学报(自然科学版)》
2015年第2期77-81,共5页
Journal of Hunan Institute of Engineering(Natural Science Edition)
基金
湖南省教育厅科研资助项目(13C181
13C184)
关键词
锈蚀钢筋
RC梁
疲劳性能
数值模拟
corroded steel bar
RC beam
fatigue curve
numerical simulation