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  • 杨有福 ( 教授 )

    的个人主页 http://faculty.dlut.edu.cn/ceyoufuyang/zh_CN/index.htm

  •   教授   博士生导师   硕士生导师
论文成果 当前位置: 中文主页 >> 科学研究 >> 论文成果
Experimental and numerical study on square RACFST members under lateral impact loading

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论文类型:期刊论文
发表时间:2015-08-01
发表刊物:JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
收录刊物:SCIE、EI、Scopus
卷号:111
页面范围:43-56
ISSN号:0143-974X
关键字:Recycled aggregate concrete filled steel tube (RACFST); Square section; Lateral impact loading; Time history response; Impact load; Finite element analysis (FEA)
摘要:In this paper, experimental and numerical studies were carried out to investigate the performance of recycled aggregate concrete (RAC) filled square steel tubular members under lateral impact loading. A total of eleven specimens, including eight RAC filled steel tubular (RACFST) specimens and three normal concrete filled steel tubular (CFST) counterparts, were tested using drop-weight impact test rigs with fixed boundary conditions at both ends. The parameters studied were: recycled coarse aggregate (RA) replacement ratio, axial compressive load ratio and height of the drop-weight. The failure mode and local damages of the specimens were extensively investigated. The experimental results show that square RACFST specimens have the almost equivalent lateral impact resistance as normal CFST counterparts. Failure mode of steel tube is commonly indentation at the impacted area and buckling at the compression side of the section near the mid-span and the supports. Cracking under tension as well as crushed under compression of core concrete are observed at the mid-span and the location near the supports. A finite element analysis (FEA) model was also developed for simulating the performance of square RACFST members under lateral impact loading, and the predicted responses using the FEA model were in good agreement with the experimental results. (C) 2015 Elsevier Ltd. All rights reserved.

 

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