Experimental and numerical application on bending resistance of concrete filled steel tube arch at fixed ends
作者: ZHANG XIAO-NAN SHAN REN-LIANG QI CHENG-ZHI
刊名: Revista Romana de Materiale - Romanian Journal of Materials, 2018, Vol.48 (2)
来源数据库: Foundation for Materials Science and Engineering - Serban Solacolu
关键词: Bending experiment of CFST archABAQUSCohesive elementsConstitutive modelUniaxial compression experiment
原始语种摘要: Through the monitoring of the displacement of the middle accross section in concrete filled steel tube (CFST) arch with 0.26 rise-span ratio, which fixed at both ends under the condition of uniform loading, as well as the strain and the ultimate bearing capacity of outer steel pipe and inner core of concrete which combined with ABAQUS for simulation analysis of bending process. Meanwhile, based on the ABAQUS simulation software with cohesive elements as the main research method in the constitutive model of concrete was put forward. The actual simulating and experiment results shows that the local failure characteristics of core concrete of CFST arch is similar to those of uniaxial compression on concrete short columns, and there is only compressive stress exists among the middle accross...
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关键词翻译
关键词翻译
  • concrete 具体
  • bending 弯曲
  • filled 满的
  • steel 
  • compression 压缩
  • resistance 抵抗
  • capacity 电容量
  • uniaxial 单轴的
  • section 薄片
  • fixed 固定