Behavior of reinforced concrete beams with minimum torsional reinforcement

Engineering Structures

Volumn 29, Issue 9, 2007, Pages 2193-2205

  Chiu, Hao Jan ^a   Fang, I Kuang ^a   Young, Wen Tang ^a   Shiau, Jyh Kun ^a  

^a NATIONAL CHENG KUNG UNIVERSITY   (Taiwan)

Author keywords

High strength concrete; Reinforced concrete beam; Torsion

Indexed keywords

ASPECT RATIO; COMPRESSIVE STRENGTH; CONCRETE BEAMS AND GIRDERS; CRACKS; DUCTILITY; REINFORCED CONCRETE; TORSIONAL STRESS;

HIGH-STRENGTH CONCRETE; NORMAL-STRENGTH CONCRETE; REINFORCED CONCRETE BEAM; TORSIONAL REINFORCEMENT;

STRUCTURAL ANALYSIS;

ASPECT RATIO; COMPRESSIVE STRENGTH; CONCRETE BEAMS AND GIRDERS; CRACKS; DUCTILITY; REINFORCED CONCRETE; STRUCTURAL ANALYSIS; TORSIONAL STRESS;

COMPRESSIVE STRENGTH; CONCRETE STRUCTURE; CRACKING; DUCTILITY; EXPERIMENTAL STUDY; LOADING; REINFORCED CONCRETE; TORSION;

EID: 34547519176     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.11.004     Document Type: Article

References (20)

1. Lessig N.N. Determination of the load-bearing capacity of reinforced concrete elements with rectangular cross section subjected to flexural with torsion. Institute Betona i Zhelezobetona 5 (1959) 5-28
2. Bredt R. Kritische Bemerkungen zur Drehungselastizitat. Zeitschrift des Vereines Deutscher Ingenieure 40 28 (1896) 785-790 40(29): 813-7
3. Rausch E. Design of reinforced concrete in torsion (Berechnung des Eisenbetons gegen Verdrehung). Ph. D. thesis. Technische Hochschule; 1929
4. ACI Committee 318-89. Building code requirements for reinforced concrete (ACI 318-89) and commentary (ACI 318R-89) (1989), American Concrete Institute, Detroit
5. ACI Committee 318-05. Building code requirements for reinforced concrete (ACI 318-05) and commentary (ACI 318R-05) (2005), American Concrete Institute, Farmington Hills
6. Roller J.J., and Russell H.G. Shear strength of high-strength concrete beams with web reinforcement. ACI Structural Journal 87 2 (1990) 191-198
7. Yoon Y.S., Cook W.D., and Mitchell D. Minimum shear reinforcement in normal, medium, and high-strength concrete beams. ACI Structural Journal 93 5 (1996) 576-584
8. Ozcebe G., Ersoy U., and Tankut T. Evaluation of minimum shear reinforcement requirements for higher strength concrete. ACI Structural Journal 96 3 (1999) 361-368
9. Ali M.A., and White R.N. Toward a rational approach for design of minimum torsion reinforcement. ACI Structural Journal 96 1 (1999) 40-45
10. ACI Committee 318-95. Building code requirements for reinforced concrete (ACI 318-95) and commentary (ACI 318R-95) (1995), American Concrete Institute, Farmington Hills
11. Koutchoukali N., and Belarbi A. Torsion of high-strength reinforcement concrete beams and minimum reinforcement requirement. ACI Structural Journal 98 4 (2001) 462-469
12. Hsu T.T.C. Unified theory of reinforced concrete (1993), CRC Press, Boca Raton (FL)
13. Eurocode 2. Design of concrete structural. Part 1. General rules and rules for building. European committee for standardisation. ENV 1992-1-1
14. Park S.K., Ko W.J., and Kim H.Y. Estimation of torsional crack width for concrete structural members. Magazine of Concrete Research 53 5 (2001) 337-345
15. Fang I.K., and Shiau J.K. Torsional behavior of normal- and high-strength concrete beams. ACI Structural Journal 101 3 (2004) 304-313
16. Mitchell D., and Collins M.P. Diagonal compression field theory-A rational model for structural concrete in pure torsion. ACI Journal Proceedings 71 8 (1974) 396-408
17. Hsu T.T.C., and Mo Y.L. Softening of concrete in torsional member-Theory and test. ACI Structural Journal 82 3 (1985) 290-303
18. Leu L.J., and Lee Y.S. Torsion design charts for reinforced concrete rectangular members. Journal of Structural Engineering ASCE 126 2 (2000) 210-218
19. Rahal K.N. Torsional strength of reinforced concrete beams. Canadian Journal of Civil Engineering 27 3 (2000) 445-453
20. Hsu T.T.C. ACI shear and torsion provisions for prestressed hollow girders. ACI Structural Journal 94 6 (1997) 787-799