Deflection predictions for lightly reinforced concrete beams using different constitutive relationships and methods

Statyba

Volumn 6, Issue 1, 2000, Pages 3-10

  Kaklauskas, Gintaris ^a   Bačinskas, Darius ^a  

^a VILNIUS GEDIMINAS TECHNICAL UNIVERSITY   (Lithuania)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85009225948     PISSN: 13921525     EISSN: None     Source Type: Journal    
DOI: 10.1080/13921525.2000.10531557     Document Type: Article

References (9)

1. G. Kaklauskas. A New Stress-Strain Relationship for Cracked Tensile Concrete in Flexure. Statyba, Vol 5, No 6. Vilnius: Technika, 1999, p. 349-356.
2. G. Kaklauskas, D. Bačinskas and R. Šimkus. Deflection Estimates of Reinforced Concrete Beams by Different Methods. Statyba, Vol 5, No 4. Vilnius: Technika, 1999, p. 258-264.
3. G. Kaklauskas and M. Hallgren. Curvature Analysis of High Strength Concrete Beams. Statyba, Vol 5, No 6. Vilnius: Technika, 1999, p. 357-363.
4. ACI Committee 318. Building Code Requirements for Reinforced Concrete and Commentary (ACI 318-89/ACI 318R-89). Detroit: American Concrete Institute (ACI), 1989. 353 p.
5. ENV 1992-1-1. Eurocode 2 (EC2): Design of Concrete Structures - Part 1: General rules and rules for buildings. Brussels, 1992. 114 p.
6. F. J. Vecchio and M. P. Collins. The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear// J. Amer. Concrete Inst., 83(2), 1986, p. 219-231.
7. T. T. C Hsu. Unified Theory of Reinforced Concrete, CRC Press, Inc., 1993. 336 p.
8. G. K. V. Prakhya and C. T. Morley. Tension Stiffening and Moment-Curvature Relations for Reinforced Concrete Elements. ACI Journal, 87(5), 1990, p. 597-605.
9. D J. Careira and K. -H. Chu. Stress-Strain Relationship of Reinforced Concrete in Tension. ACI Journal, 83(1), 1986, p. 21-28.