期刊文献+

混凝土疲劳变形曲线三阶段的比例关系与应变速率 被引量:5

Proportion relation and strain rate of three-stage concrete’s fatigue deformation curve
下载PDF
导出
摘要 为更加准确地描述混凝土疲劳变形曲线的演变规律,对变形曲线三阶段的比例关系及其应变速率的变化规律进行了研究。定性分析了疲劳应变速率的变化趋势和特征,提出了基于疲劳应变速率划分疲劳变形曲线三阶段的方法,在此基础上,采用回归分析的方法分析了三阶段的比例、应变速率与应力水平和疲劳寿命之间的关系,建立了基于三阶段比例关系和应变速率的疲劳变形曲线演化方程。结果表明,基于应变速率划分疲劳变形曲线的三个阶段比目测法具有更高的精度,基于三阶段比例关系和应变速率的疲劳变形曲线演化方程能更充分地描述疲劳变形曲线的细部特征。 To describe the evolution law of concrete’s fatigue deformation curves more exactly,the proportion relations of its three stages and the change rules of strain rates are studied.The latter and its features are qualitatively analyzed.The method that can be used to divide these three stages is proposed according to the fatigue strain rate.A regression analysis method is adopted to study the ratios among these three stages and the relations of strain rate,stress level and fatigue life.Fatigue deformation evolution formulas are established based on the proportion relations of these three stages and strain rate.The results show:the proposed method to divide three stages can improve the precision compared with the visual method;the newly established formulas can describe more detailed information of fatigue deformation curves.
出处 《南京理工大学学报》 EI CAS CSCD 北大核心 2013年第1期150-155,共6页 Journal of Nanjing University of Science and Technology
基金 国家"973"计划资助项目(2009CB623205) 江苏省自然科学基金(BK2008503)
关键词 混凝土 疲劳变形 比例关系 应变速率 演化方程 fatigue deformation three stages proportion relation strain rates evolution equation
  • 相关文献

参考文献2

二级参考文献14

  • 1李卫,过镇海.高温下砼的强度和变形性能试验研究[J].建筑结构学报,1993,14(1):8-16. 被引量:250
  • 2赵光仪,吴佩刚,詹巍巍.高强混凝土的抗拉疲劳性能[J].土木工程学报,1993,26(6):13-19. 被引量:24
  • 3过镇海 王传治.高温下混凝土性能的试验研究概况[M].清华大学土木系,1989..
  • 4Oh B H.Fatigue life distributions of concrete for various stress levels[J].ACI Materials Journal,1991,88(2):122-128.
  • 5Nordby G M.Fatigue of concrete:a review of research[J].ACI Journal Proceedings,1958,55(8):191-219.
  • 6Sinha B P,Gerstle H K,Tulin L G,et al.Stress-strain relationships for concrete under cyclic loading[J].ACI Journal Proceedings,1964,61(2):195-212.
  • 7Petkovic G,Lenschow R,Stemland H,et al.Fatigue of high-strength concrete[J].ACI Special Publication,1990,121(11):505-526.
  • 8Karsan I D,Jirsa O.Behavior of concrete under compressive loadings[J].ASCE ST,1969,95(6):2543-2563.
  • 9Robinson S R.Methods of detecting the formation and propagation of microcracks in concrete[C]//Proceedings of the International Conference on the Structure of Concrete.London,1965:44-46.
  • 10Harmathy T Z. Thermal properties of concrete at elevated temperatures[J]. Journal of Matedals, 1970,5(1):23-31.

共引文献2

同被引文献89

引证文献5

二级引证文献20

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部