Tests for aseismic performance of recycled concrete large hollow shear wall with abandoned paving bricks as aggregate

doi:10.13465/j.cnki.jvs.2019.07.038

CORC > 兰州理工大学 > 兰州理工大学

	Tests for aseismic performance of recycled concrete large hollow shear wall with abandoned paving bricks as aggregate
	Sha, Dong 2; Sun, Jiangang 1,3; Pan, Baofeng 2; Wang, Zhen 1; Cui, Lifu 1
刊名	Zhendong yu Chongji/Journal of Vibration and Shock
	2019-04-15
卷号	38 期号:7 页码:264-276
关键词	Aggregates Bearing capacity Bearings (machine parts) Brick Concrete aggregates Concrete testing Energy dissipation Finite element method Fly ash Loads (forces) Pavements Plastic recycling Polypropylenes Shear walls Aseismic performance Ductility and energy dissipation capacities Finite element simulations Hysteresis characteristics Mechanical performance Paving bricks Recycled concretes Theoretical calculations
ISSN号	10003835
DOI	10.13465/j.cnki.jvs.2019.07.038
英文摘要	Physical properties tests for abandoned paving brick aggregate and basic mechanical performance tests for recycled concrete with abandoned paving bricks as aggregate were conducted, and effects of adding polypropylene fiber and fly ash into recycled concrete on its mechanical performance were studied. On the basis of tests, a design idea for recycled concrete large hollow shear wall was proposed. Quasi-static tests, finite element simulation and internal force calculation were performed for recycled concrete large hollow shear wall with abandoned paving bricks as aggregate. Furthermore, load-bearing capacity, failure mode, hysteresis characteristics, stiffness, degradation process, ductility and energy dissipation capacity of recycled concrete large hollow shear wall with abandoned paving bricks as aggregate were analyzed. The results showed that with polypropylene fiber added, basic mechanical performances of recycled concrete are improved to a certain extent; recycled concrete large hollow shear wall with abandoned paving bricks as aggregate has higher load-bearing capacity and aseismic performance; its theoretical calculation and finite element simulation results agree well with those of tests. © 2019, Editorial Office of Journal of Vibration and Shock. All right reserved.
语种	中文
出版者	Chinese Vibration Engineering Society
内容类型	期刊论文
源URL	[http://ir.lut.edu.cn/handle/2XXMBERH/114754]
专题	兰州理工大学土木工程学院
作者单位	1.College of Civil Engineering, Dalian University for Nationalities, Dalian; 116605, China; 2.Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian; 116023, China; 3.College of Civil Engineering, Lanzhou University of Technology, Lanzhou; 730050, China
推荐引用方式 GB/T 7714	Sha, Dong,Sun, Jiangang,Pan, Baofeng,et al. Tests for aseismic performance of recycled concrete large hollow shear wall with abandoned paving bricks as aggregate[J]. Zhendong yu Chongji/Journal of Vibration and Shock,2019,38(7):264-276.
APA	Sha, Dong,Sun, Jiangang,Pan, Baofeng,Wang, Zhen,&Cui, Lifu.(2019).Tests for aseismic performance of recycled concrete large hollow shear wall with abandoned paving bricks as aggregate.Zhendong yu Chongji/Journal of Vibration and Shock,38(7),264-276.
MLA	Sha, Dong,et al."Tests for aseismic performance of recycled concrete large hollow shear wall with abandoned paving bricks as aggregate".Zhendong yu Chongji/Journal of Vibration and Shock 38.7(2019):264-276.