Unified approach to shear analysis and design

Cement and Concrete Composites

Volumn 20, Issue 6, 1998, Pages 419-435

  Hsu, Thomas T C ^a  

^a UNIVERSITY OF HOUSTON   (United States)

Author keywords

Design; Plasticity; Reinforced concrete; Shear strut and tie model; Truss model

Indexed keywords

FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PLASTICITY; POISSON RATIO; SHEAR STRESS; STIFFNESS; STRAIN; STRESS ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; STRUTS; TRUSSES;

BERNOULLI COMPATIBILITY TRUSS MODEL; EQUILIBRIUM TRUSS MODEL; FIXED-ANGLE SOFTENED-TRUSS MODEL; MOHR COMPATIBILITY TRUSS MODEL; ROTATING-ANGLE SOFTENED-TRUSS MODEL; STRUT-AND-TIE MODEL;

REINFORCED CONCRETE;

EID: 0032312053     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0958-9465(98)00028-6     Document Type: Article

References (51)

1. Navier, C. L., Resume des lecons donnees a l'ecole des ponts et chaussees sur l'application de la mecanique a l'establissement des constructions et des machines. Firmin Didet, Paris, 1826.
2. Hognestad, E., Hanson, N. W. & McHenry, D., Concrete Stress Distribution in Ultimate Strength Design. Journal of the American Concrete Institute, 52(4), Dec. (1955) 455-479.
3. Whitney, C. S., Plastic theory of reinforced concrete design. Proceedings, ASCE Transaction V, 107 (1942) 251-282.
4. Ritter, W., Die Bauweise Hennebique. Schweizerishe Bauzeitung, Zurich, Switzerland, 1899.
5. Mörsch, E., Der Eisenbetonbau, seine Anwendung und Theorie, 1st ed. Wayss and Freytag, A. G., Im Selbstverlag der Firma, Neustadt a. d. Haardt, Germany, 1902.
6. Nielsen, M. P., Om Forskydningsarmering i Jernbetonbjaelker (On Shear Reinforcement in Reinforced Concrete Beams). Bygningsstatiske Meddelelser, Copenhagan, Denmark, vol. 38, No. 2, pp. 33-58, 1967.
7. Lampert, P. & Thurlimann, B., Torsion Tests of Reinforced Concrete Beams (Torsionsversuche an Stahlbetonbalken), Bericht No. 6506-2, Institute fur Baustatik, ETH, Zurich, Switzerland, 1968.
8. Baumann, T., Zur Frage der Netzbewehrung von Flachentragwerken. Der Bauingenieur, 47(6) (1972) 367-377.
9. Collins, M. P., Torque-twist characteristics of reinforced concrete beams. In: Inelasticity and Non-linearity in Structural Concrete, Study No. 8, University of Waterloo Press, pp. 211-231, 1973.
10. Collins, M. P. & Mitchell, D., Shear and torsion design of prestressed and non-prestressed concrete beams. Journal of the Prestressed Concrete Institute, 25(5), Sept.-Oct. (1980) 32-100.
11. Vecchio, F. & Collins, M. P., Stress-strain characteristics of reinforced concrete in pure shear. Final Report, IABSE Colloquium on Advanced Mechanics of Reinforced Concrete, Delft, Netherland, pp. 211-225, 1981.
12. Hsu, T. T. C., Softening truss model theory for shear and torsion. Structural Journal of the American Concrete Institute, 85(6), Nov.-Dec. (1988) 624-635.
13. Hsu, T. T. C. Unified Theory of Reinforced Concrete. CRC Press, Boca Raton, FL, 1993.
14. Pang, X. B. & Hsu, T. T. C., Fixed-angle softened-truss model for reinforced concrete. Structural Journal of the American Concrete Institute, 93(2), Mar.-Apr. (1996) 197-207.
15. Schlaich, J., Schafer, K. & Jennewein, M., Toward a consistant design of structural concrete. Journal, Pre-stressed Concrete Institute, 32(3), May-June (1987) 74-150.
16. Elfgren, L., Reinforced concrete beams loaded in combined torsion, bending and shear. Publication 71:3, Division of Concrete Structures, Chalmers University of Technology, Goteborg, Sweden, 1972.
17. CEB (Comite Euro-International du Beton), Model Code for Concrete Structures. CEB-FIP International Recommendation, 3rd Edn, 1978.
18. CEB (Comite Euro-International du Beton), CEB-FIP Model Code 1990. Thomas Telford Services Ltd, London, 1990.
19. ACI-318, Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95), American Concrete Institute, Farmington Hill, MI, 1995.
20. Hsu, T. T. C., ACI shear and torsion provisions for prestressed hollow girders. Structural Journal of the American Concrete Institute, 94(6), Nov.-Dec. (1997) 787-799.
21. Robinson, J. R. & Demorieux, J. M., Essais de Traction-compression sur Modeles d'ame de Poutre en Beton Arme. In: IRABA Report, Institut de Recherches Appliquees du Beton de L'ame, Paris, France, Part 1, June 1968, and Part 2, Resistance Ultimate du Beton de L'ame de Poutres en Double Te en Beton Arme, May, 1972.
22. Belarbi, A. & Hsu, T. T. C., Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete. Structural Journal of the American Concrete Institute, 91(4), July-August (1994) 465-474.
23. Belarbi, A. & Hsu, T. T. C., Constitutive laws of softened concrete in biaxial tension-compression. Structural Journal of the American Concrete Institute, 92(5), Sept.-Oct. (1995) 562-573.
24. Pang, X. B. & Hsu, T. T. C., Behavior of reinforced concrete membrane elements in shear. Structural Journal of the American Concrete Institute, 92(6), Nov.-Dec. (1995) 665-679.
25. Zhang, L. X. & Hsu, T. T. C., Behavior and analysis of 100 MPa concrete membrane elements. Journal of Structural Engineering, ASCE, 124(1), Jan. (1998) 24-34.
26. Hsu, T. T. C., Nonlinear analysis of concrete membrane elements. Structural Journal of the American Concrete Institute, 88(5), Sept.-Oct. (1991) 552-561.
27. Dei Poli, S., Gambarova, P. G. & Karakoc, C., Aggregate interlock role in R. C. thin webbed beams in shear. Journal of Structural Engineering, ASCE, 113(1), January (1987) 1-19.
28. Kupfer, H. & Bulicek, H., A consistent model for the design of shear reinforcement in slender beams with I-or box-shaped cross section. In: Concrete Shear in Earthquake, Edited by Hsu & Mau, Proceedings of the International Workshop on Concrete Shear in Earthquake, 14-16 January, 1991, Houston. Elsevier Science, London, January, pp. 256-265, 1992.
29. Hsu, T. T. C. & Zhang, L. X., Nonlinear analysis of membrane elements by fixed-angle softened-truss model. Structural Journal of the American Concrete Institute, 94(5), Sept.-Oct. (1997) 483-492.
30. Hsu, T. T. C. & Mo, Y. L., Softening of concrete in low-rise shear walls. Journal of the American Concrete Institute, 82(6), Nov.-Dec. (1985) 883-889.
31. Mau, S. T. & Hsu, T. T. C., Shear design and analysis of low-rise structural walls. Journal of the American Concrete Institute, 83(2), Mar.-Apr. (1986) 306-315.
32. Gupta, A. & Rangan, B. V., Studies on Reinforced Concrete Structural Walls, Research Report No. 2/96, School of Civil Engineering, Curtin University of Technology, Perth, Western Australia, Australia, May, 1996.
33. Mau, S. T. & Hsu, T. T. C., Shear behavior of reinforced concrete framed wall panels with vertical loads. Structural Journal of the American Concrete Institute, 84(3), May-June (1987) 228-234.
34. Mau, S. T. & Hsu, T. T. C., Shear strength prediction for deep beams with web reinforcement. Structural Journal of the American Concrete Institute, 84 6, Nov.-Dec. (1987) 513-523.
35. Mau, S. T. & Hsu, T. T. C., Formula for the shear design of deep beams. Structural Journal of the American Concrete Institute, 86(5), Sept.-Oct. (1989) 516-523.
36. Mau, S. T. & Hsu, T. T. C., Discussion of a paper: "Influence of Concrete Strength and Load History on the Shear Friction Capacity of Concrete Members" by Walraven, Frenay and Pruijssers. Journal of the Prestressed Concrete Institute, 33(1), Jan.-Feb. (1988) 166-168.
37. Hsu, T. T. C., Mau, S. T. & Chen, B., A theory on shear transfer strength of reinforced concrete. Structural Journal of the American Concrete Institute, 84(2), Mar.-Apr. (1987) 149-160.
38. Barda, F., Hanson, J. M. & Corley, W. G., Shear strength of low-rise walls with boundary elements. Research and Development Bulletin No. RD043D, Portland Cement Association, Skokie, IL, 1976.
39. Galletly, G. D., Behavior of reinforced concrete shear walls under static load. In: Report of Department of Civil and Sanitary Engineering, Massachusetts Institute of Technology, Cambridge, MA, August, 1952.
40. Benjamin, J. R. & Williams, H. A., The behavior of one story reinforced concrete shear walls. Proceedings ASCE, 83(ST3), May (1957) 1254
41. Tomii, M. & Esaki, F., Design method of reinforced concrete framed shear walls to sustain vertical loads after shear failure. In: Proceedings, 8th World Conference on Earthquake Engineering, San Francisco, Vol. 5, pp. 581-588, 1984.
42. Yamada, M., Kawamura, H. & Katagihara, K., Reinforced concrete shear walls without openings; test and analysis. In: Shear in Reinforced Concrete, SP-42, American Concrete Institute, Detroit, pp. 539-558, 1974.
43. Smith, K. N. & Vansiotis, A. S., Shear strength of deep beams. Journal of the American Concrete Institute, 79(3), May-June (1982) 201-213.
44. Kong, F. K., Robin, P. J. & Cole, D. F., Web reinforcement effect on deep beams. Journal of the American Concrete Institute, 67(12), Dec. (1970) 1010-1017.
45. De Paiva, H. A. R. & Siess, C. P., Strength and behavior of deep beams in shear. Proceedings, ASCE, 91(ST5), Oct. (1965) 19-41.
46. Hofbeck, J. A., Ibrahim, I. O. & Mattock, A. H., Shear transfer in reinforced concrete. Journal of the American Concrete Institute, 66(2), Feb. (1969) 119-128.
47. Mattock, A. H., Effect of aggregate type on single direction shear transfer strength in monolithic concrete. In: Report No. SM74-2, Department of Civil Engineering, University of Washington, Seattle, WA, August, 1974.
48. Mattock, A. H., Li, W. K. & Wang, T. C., Shear transfer in lightweight reinforced concrete. Journal of the Prestressed Concrete Institute, 21(1), Jan-Feb. (1976) 20-39.
49. Walraven, J., Frenay, J. & Pruijssers, A., Influence of concrete strength and load history on the shear friction capacity of concrete members. Journal of the Prestressed Concrete Institute, 32(1), Jan.-Feb. (1987) 66-84.
50. Walraven, J., Frenay, J. & Pruijssers, A., Closure on their paper 'Influence of concrete strength and load history on the shear friction capacity of concrete members'. Journal of the Prestressed Concrete Institute, 33(1), Jan.-Feb. (1988) 169-170.
51. Hsu, T. T. C., Toward a unified nomenclature for reinforced concrete theory. Journal of Structural Engineering, ASCE, 122(3), March (1996) 275-283.