Development length criteria for conventional and high relative rib area reinforcing bars

ACI Structural Journal

Volumn 93, Issue 3, 1996, Pages 347-359

  Darwin, David ^a   Zuo, Jun ^a   Tholen, Michael L ^a   Idun, Emmanuel K ^a  

^a NONE

Author keywords

Bond (concrete to reinforcement); Bridge specifications; Building codes; Deformed reinforcement; Development; Lap connections; Reinforcing steels; Relative rib area; Reliability; Splicing; Structural engineering

Indexed keywords

BOND STRENGTH (MATERIALS); BUILDING CODES; CONCRETE BRIDGES; CONCRETE REINFORCEMENTS; DEFORMATION; FAILURE ANALYSIS; GEOMETRY; MATHEMATICAL MODELS; RELIABILITY; SPECIFICATIONS; STATISTICAL METHODS; STEEL;

LAP CONNECTIONS; RELATIVE RIB AREA; SPLICE LENGTH; SPLICING; TRANSVERSE REINFORCEMENT;

STRUCTURAL DESIGN;

EID: 0030148948     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (38)

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