Bond behavior of high strength concrete under reversed pull-out cyclic loading

Canadian Journal of Civil Engineering

Volumn 29, Issue 2, 2002, Pages 191-200

  Alavi Fard, M ^a   Marzouk, H ^a  

^a MEMORIAL UNIVERSITY OF NEWFOUNDLAND   (Canada)

Author keywords

Bar spacing; Bond; Cyclic loading; Failure mechanism; High strength; Loading rate

Indexed keywords

BOND STRENGTH (MATERIALS); CONCRETES; CRACK INITIATION; DEFORMATION;

BOND BEHAVIOR;

CYCLIC LOADS;

CONCRETE;

EID: 0036011005     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l01-088     Document Type: Article

References (14)

1. Bond performance of reinforcing bars embedded in high-strength concrete
2. Behavior of spliced reinforcing bars embedded in high-strength concrete
3. Effect of deformation height and spacing on bond strength of reinforcing bars
4. Splice strength of high relative rib area reinforcing bars
5. Development length criteria for conventional and high relative rib area reinforcing bars
6. Reliability-based strength reduction factor for bond
7. Fracture energy and tension properties of high-strength concrete
8. Splice strength of conventional strength and high relative rib area bars in normal and high-strength concrete