Ultimate concrete strain and equivalent rectangular stress block for design of high-strength concrete beams

Structural Engineer

Volumn 80, Issue 16, 2002, Pages 26-32

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

^a NONE

Author keywords

Analysis; BS 8110; Concrete beams; Design; Flexural properties; High strength concrete; Reinforcement; Strain

Indexed keywords

STEEL RATIO;

BENDING STRENGTH; COMPRESSIVE STRENGTH; CURVE FITTING; DUCTILITY; ELASTIC MODULI; REINFORCED CONCRETE; SHEAR STRENGTH; TENSILE STRENGTH;

CONCRETE BEAMS AND GIRDERS;

EID: 0037143467     PISSN: 14665123     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (14)

1. Behaviour of laterally confined high-strength concrete under axial loads
2. Design of normal- And high-strength concrete columns
3. Flexural ductility of ultra-high strength concrete members
4. Flexural strength and ductility of reinforced normal- And high-strength concrete beams
5. The moment-curvature relationship of reinforced concrete members
6. Stress-strain model for confined high-strength concrete
7. Stress-strain relationship of high-strength concrete in compression
8. Post-peak behaviour and flexural ductility of doubly reinforced normal- And high-strength concrete beams
9. The stress-strain relationship of confined and unconfined concrete
10. Modification of the ACI rectangular stress block for high-strength concrete