Compressive behavior of concrete confined by CFRP and transverse spiral reinforcement. Part A: experimental study

Materials and Structures/Materiaux et Constructions

Volumn 49, Issue 3, 2016, Pages 1001-1011

  Yin, Peng ^a   Huang, Liang ^a   Yan, Libo ^b   Zhu, Deju ^a  

^a HUNAN UNIVERSITY   (China)

^b Wilhelm Klauditz Institut (WKI)   (Germany)

Author keywords

CFRP; Experimental study; Longitudinal rebar; Transverse spiral reinforcement

Indexed keywords

CARBON FIBER REINFORCED PLASTICS; CONCRETES; FIBER REINFORCED PLASTICS; LOAD LIMITS; REINFORCEMENT;

CARBON FIBER REINFORCED POLYMER; CONFINEMENT EFFECTIVENESS; EXPERIMENTAL INVESTIGATIONS; EXPERIMENTAL PARAMETERS; EXPERIMENTAL STUDY; LONGITUDINAL REBAR; SPIRAL REINFORCEMENTS; ULTIMATE LOAD-CARRYING CAPACITY;

REINFORCED CONCRETE;

EID: 84954372500     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/s11527-015-0554-1     Document Type: Article

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