Finite element analysis of steel reinforced recycled aggregate concrete axial compression short column

doi:10.1201/b19383-183

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	Finite element analysis of steel reinforced recycled aggregate concrete axial compression short column
	Wang, Bing 1; Liu, Xiao 1; Gao, Lu 2
	2016
会议日期	June 20, 2015 - June 21, 2015
会议地点	Guangzhou, China
关键词	ABAQUS Aggregates Axial compression Bearing capacity Columns (structural) Concrete aggregates Hydraulic structures Hydraulics Recycling Reinforced concrete Reinforcement Shore protection Finite element analysis software Recycled aggregate concrete Recycled coarse aggregate replacement ratio Recycled concretes Replacement rates Steel reinforced Temperature peaks Ultimate bearing capacity
DOI	10.1201/b19383-183
页码	899-902
英文摘要	In this paper, the steel recycled concrete axial compression short column has been analyzed by the finite element analysis using finite element analysis software ABAQUS. We get the ultimate bearing capacity of steel replacement rate under different regeneration concrete stub columns, and give each part temperature peak stress cloud contrast. The results showed that with the increase of recycled coarse aggregate replacement ratio, the concrete stress slightly increased, the ultimate bearing capacity of the component also gradually increased. © 2016 Taylor & Francis Group, London.
会议录	Progress in Civil, Architectural and Hydraulic Engineering - Selected Papers of the 4th International Conference on Civil, Architectural and Hydraulic Engineering, ICCAHE 2015
会议录出版者	CRC Press/Balkema
语种	英语
内容类型	会议论文
源URL	[http://ir.lut.edu.cn/handle/2XXMBERH/117452]
专题	兰州理工大学土木工程学院
作者单位	1.School of Architectural and Civil Engineering, Shenyang University, Shenyang, China; 2.School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China
推荐引用方式 GB/T 7714	Wang, Bing,Liu, Xiao,Gao, Lu. Finite element analysis of steel reinforced recycled aggregate concrete axial compression short column[C]. 见:. Guangzhou, China. June 20, 2015 - June 21, 2015.