Bond in flexural members with plain steel reinforcement

ACI Structural Journal

Volumn 105, Issue 5, 2008, Pages 552-560

  Feldman, Lisa R ^a   Bartlett, F Michael ^b  

^a UNIVERSITY OF SASKATCHEWAN   (Canada)

^b UNIVERSITY OF WESTERN ONTARIO   (Canada)

Author keywords

Arches; Beam(s); Bond; Flexural stiffness; Shear (beams)

Indexed keywords

APPLIED LOADS; ARCH ACTION; BEAM(S); BOND; BOND FAILURE; FAILURE LOAD; FLEXURAL CRACKING; FLEXURAL MEMBER; FLEXURAL REINFORCEMENT; FLEXURAL STIFFNESS; LONGITUDINAL REINFORCEMENT; PLAIN REINFORCEMENT; PLAIN STEELS; REINFORCEMENT RATIOS; SHEAR (BEAMS); SHEAR BEHAVIOR; T BEAMS; TRANSITION ZONES;

ARCHES; STIFFNESS;

REINFORCEMENT;

EID: 68349130045     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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