On evaluation of rotation capacity for reinforced concrete beams

ACI Structural Journal

Volumn 99, Issue 3, 2002, Pages 360-368

  Debernardi, Pier Giorgio ^a   Taliano, Maurizio ^a  

^a POLITECNICO DI TORINO   (Italy)

Author keywords

Capacity; Curvature; Reinforced concrete

Indexed keywords

COMPACTION; REINFORCED CONCRETE; ROTATION; STIFFNESS; STRAIN; STRUCTURAL ANALYSIS;

TENSION-STIFFENING;

CONCRETE BEAMS AND GIRDERS;

EID: 0036590268     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (24)

1. Macchi, G., "Limit-States Design of Statically Indeterminate Structures Composed of Linear Members," Costruzioni in cemento armato, Studi e rendiconti, V. 6, 1969.
2. Baker, A. L. L., and Amarakone, A. M. N., "Inelastic Hyperstatic Frames Analysis," Proceedings of the International Symposium of Flexural Mechanics of Reinforced Concrete, SP-12, American Concrete Institute, Farmington Hills, Mich., Nov. 1964, pp. 85-142.
3. Baker, A. L. L., "Calcul des structures hyperstatiques par la méthode simplifiée bilineaire de la charge ultime," Recommendations Internationales du CES, Tome III-Structures Hyperstatiques, AITEC, Roma, 1972, pp. 219-312.
4. Eligehausen, R., and Langer, P., "Rotation Capacity of Plastic Hinges and Allowable Degree of Moment Redistribution," CEB Bulletin d'information, No. 178, Lausanne, Switzerland, May 1987, pp. 93-102.
5. Bigaj, A., and Walraven, J. C., "Size Effect on Rotational Capacity of Plastic Hinges in Reinforced Concrete Beams," CEB Bulletin d'Information, No. 218, 1993, pp, 7-23.
6. Bigaj, A. J., "Structural Dependence of Rotation Capacity of Plastic Hinges in R.C. Beams and Slabs," PhD thesis, University of Technology, Delft, Sept. 1999.
7. Mattock, A. H., "Rotational Capacity of Hinging Regions in Reinforced Concrete Beams," Proceedings of the International Symposium on Flexural Mechanics of Reinforced Concrete, SP-12, American Concrete Institute, Farmington Hills, Mich., Nov. 1964, pp. 143-181.
8. Corley, W. G., "Rotational Capacity of Reinforced Concrete Beams," Journal of Structural Division, ASCE, Oct. 1966, V. 92, pp.121-146.
9. Siviero, E., "Rotation Capacity of Monodimensional Members in Structural Concrete," CEB Bulletin d'information. No. 105, Lausanne, Feb. 1974, pp. 206-222.
10. Cosenza, E.; Greco, C.; and Pecce, M., "Rotazioni Plastiche e Duttilità Richieste Nelle Travi Continue in C.A.," L'Industria Italiana del Cemento, Gennaio 1990, pp. 52-60.
11. CEB Commission 2, "Ductility of Reinforced Concrete Structures," Synthesis Report and Individual Contributions, CEB Bulletin d'Information, No. 242, May 1998.
12. Bosco, C., and Debernardi, P. G., "Experimental Investigation on the Ultimate Rotational Capacity of R.C. Beams," Atti Dipartimento di Ingegneria Strutturale, Politecnico di Torino, No. 36, June 1992.
13. CEB-FIP Model Code 1990, "CEB-FIP Model Code for Concrete Structures," Comité Euro-International du Béton, Bulletin No. 213/214, Lausanne, May 1993.
14. ENV 1992-1-1, Eurocode 2, Design of Concrete Structures: Part 1, General Rules and Rules for Buildings, Dec. 1991.
15. Hillerborg, A., "Fracture Mechanics Concepts Applied to Moment Capacity and Rotational Capacity of Reinforced Concrete Beams," Engineering Fracture Mechanics, V. 35, No. 1/2/3, 1990, pp. 233-240.
16. Alca, N.; Alexander, S. D. B.; and MacGregor, J. G., "Effect of Size on Flexural Behavior of High-Strength Concrete Beams," ACI Structural Journal, V. 94, No. 1, Jan.-Feb. 1997, pp. 59-67.
17. Conn, M. Z., "Rotation Compatibility in the Limit Design of Reinforced Concrete Continuous Beams," Proceedings of the International Symposium on Flexural Mechanics of Reinforced Concrete, SP-12, American Concrete Institute, Farmington Hills, Mich., Nov. 1964, pp. 359-381.
18. Corradi, L.; De Donato, O.; and Maier, G., "Inelastic Analysis of Reinforced Concrete Beams," Journal of Structural Division, ASCE, V. 100, ST9, Sept. 1974, pp. 1925-1941.
19. Macchi, G., "Ductility Condition for Simplified Design without Check of Compatibility," Report to CEB Commission XI, Innsbruck, Austria, 1974.
20. Somes, N. F., "Moment Rotation Characteristics of Prestressed Concrete Members," Technical Report, Cement and Concrete Association, Sept. 1966.
21. König, G., and Pommerening, D., "Redistribution Capacity of Reinforced and Prestressed Concrete Structures," CEB Bulletin d'Information, No. 239, May 1997, pp. 29-68.
22. Graubner, C. A., "Rotation Capacity and Moment Redistribution in Hyperstatic Reinforced Concrete Beams, CEB Bulletin d'Information, No. 239, May 1997, pp. 69-95.
23. Rajagopalan, K. S., and Ferguson, P. N., "Exploratory Shear Tests Emphasizing Percentage of Longitudinal Steel," ACI JOURNAL, Proceedings V. 65, No. 8, Aug. 1968, pp. 634-638.
24. Bosco, C.; Carpinteri, A.; and Debernardi, P. G. "Scale-Effect on Plastic Rotational Capacity of R.C. Beams," First International Conference on Fracture Mechanics of Concrete Structures, Breckenridge, Colo., June 1992, pp, 735-740.