Post-peak behavior and flexural ductility of doubly reinforced normal- and high-strength concrete beams

Structural Engineering and Mechanics

Volumn 12, Issue 5, 2001, Pages 459-474

  Pam, H J ^a   Kwan, A K H ^a   Ho, J C M ^a  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Flexural ductility; High strength concrete; Moment curvature behavior; Reinforced concrete beams

Indexed keywords

BENDING STRENGTH; COMPRESSIVE STRESS; DUCTILITY; REINFORCED CONCRETE; STRESS CONCENTRATION; STRUCTURAL ANALYSIS; TENSILE STRESS;

FLEXURAL DUCTILITY; REINFORCED CONCRETE BEAMS;

CONCRETE BEAMS AND GIRDERS;

EID: 0035499735     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2001.12.5.459     Document Type: Article

References (9)

1. The stress strain relationship of confined and unconfined concrete
2. A two parameter stress block for high-strength concrete
3. The moment-curvature relationship of reinforced concrete members
4. Theoretical analysis of complete moment-curvature behavior of reinforced high-strength concrete beams
5. Flexural strength and ductility of reinforced normal- and high-strength concrete beams
6. Transverse steel content in spiral concrete columns subjected to eccentric loading
7. Analytical moment-curvature relations for tied concrete columns