Bond strength of reinforcement in splices in beams

Structural Engineering and Mechanics

Volumn 16, Issue 4, 2003, Pages 469-478

  Turk, Kazim ^a   Yildirim, M Sukru ^b  

^a FIRAT UNIVERSITY   (Turkey)

^b TRAKYA UNIVERSITY   (Turkey)

Author keywords

Beams; Bending; Bond of reinforcing bar concrete; Deformed bar; Splice length

Indexed keywords

BENDING (DEFORMATION); BOND STRENGTH (MATERIALS); CONCRETE BEAMS AND GIRDERS; CONCRETE REINFORCEMENTS; DUCTILITY; REINFORCED CONCRETE; STIFFNESS; YIELD STRESS;

REINFORCING BAR-CONCRETE; SPLICE LENGTH;

STRUCTURAL ANALYSIS;

EID: 0141731209     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2003.16.4.469     Document Type: Article

References (9)

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8. Tepfers, R. (1973), "A theory of bond applied to overlapped tensile reinforcement splices for deformed bars", Publication No. 73:2, Division of concrete structures, Chalmers University of Technology, Goteborg, 328 s.
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