Plastic hinge lengths of normal and high-strength concrete in flexure

Advances in Structural Engineering

Volumn 4, Issue 4, 2001, Pages 189-195

  Mendis, P ^a  

^a UNIVERSITY OF MELBOURNE   (Australia)

Author keywords

High strength concrete; Hinge length; Inelastic analysis; Reinforced concrete

Indexed keywords

BENDING STRENGTH; NUMERICAL METHODS; PLASTICITY; REINFORCED CONCRETE; RELIABILITY; STRAIN;

HIGH STRENGTH CONCRETE; PLASTIC HINGE;

STRUCTURAL DESIGN;

EID: 0035522242     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/136943301320896651     Document Type: Article

References (31)

1. Inelastic hyperstatic frame analysis
2. Progress report on code clauses for limit design
3. The collapse of reinforced concrete beams
4. Continuum theory for strain-softening
5. Instability, ductility and size effect in strain-softening concrete
6. Seismic resistance of prestressed concrete beam-column assemblies
7. Progressive failure in a model heterogeneous medium
8. The ultimate strength and deformation of hinges in reinforced concrete frameworks
9. Moment redistribution and rotation capacity of plastic hinges in redundant reinforced concrete beams
10. Rotational capacity of reinforced concrete beams
11. Computer method for inelastic analysis of plane frames
12. Tests on reinforced concrete frames; 1: Pinned portal frames
13. Elastic-plastic-softening analysis of plane frames
14. Ultimate load design of concrete structures
15. Design of high-strength concrete columns
16. Rotational capacity of reinforced concrete beams
17. Rotational capacity of hinging regions in reinforced concrete beams
18. Softening of reinforced concrete structures
19. Softening of normal strength and high strength concrete frames
20. Cyclic load tests on prestressed and partially prestressed concrete beam-column joints
21. Ductility of square-confined concrete columns
22. Flexural behaviour of high-strength concrete members
23. Instability considerations in limit design of concrete frames
24. Comments on model code clauses
25. Design of concrete frames for two failure stages
26. Moment-rotation characteristics of prestressed concrete members; Stage 1: Rectangular sections
27. Ductility of prestressed and partially prestressed concrete beam sections
28. Collapse behaviour of concrete structures with limited ductility