Biaxial interaction diagrams for short RC columns of any cross section

Journal of Structural Engineering

Volumn 125, Issue 6, 1999, Pages 672-683

  Rodriguez, J A ^a   Aristizabal Ochoa, J Dario ^b  

^a School of Mines ^*  (Colombia)

^b UNIVERSIDAD NACIONAL DE COLOMBIA   (Colombia)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); COLUMNS (STRUCTURAL); COMPRESSION TESTING; CREEP; ELASTOPLASTICITY; FAILURE ANALYSIS; MATHEMATICAL MODELS; STRAIN; STRESS ANALYSIS; STRUCTURAL ANALYSIS; TENSILE TESTING;

BIAXIAL INTERACTION DIAGRAMS; GAUSS INTEGRAL METHOD;

REINFORCED CONCRETE;

EID: 0032640768     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:6(672)     Document Type: Article

References (39)

1. Aas-Jacobsen, A. (1964). "Biaxial eccentricities in ultimate load design." ACI J., 61(3), 293-315.
2. Al-Noury, S., and Chen, W. F. (1982). "Behavior and design of reinforced and composite concrete sections." Proc., ASCE, Reston, Va., 108(6), 1266-1284.
3. Anderson, P., and Lee, H. N. (1951). "A modified plastic theory of reinforced concrete." Bull. 33, University of Minnesota, Minneapolis, 54(19).
4. Ansari, F. (1978). "Design of reinforced concrete members for combined bending and tension," MS thesis, University of Colorado, Boulder, Colo.
5. Barzegar, F., and Erasito, T. (1995). "Concrete sections under biaxial bending: Interactive analysis with spreadsheets." ACI Concrete Int., 17(12), 28-33.
6. Bresler, B. (1960). "Design criteria for reinforced columns under axial load and biaxial bending." ACI J., 57(5), 481-490.
7. Brondum-Nielsen, T. (1982). "Ultimate limit states of cracked arbitrary concrete sections under axial load and biaxial bending." ACI Concrete Int., 4(11), 51-55.
8. Brondum-Nielsen, T. (1983). "Ultimate flexural capacity of partially or fully prestressed cracked arbitrary concrete sections under axial load combined with biaxial bending." ACI Concrete Int., 5(1), 75-78.
9. Brondum-Nielsen, T. (1987a). "Serviceability limit state analysis of concrete sections with circular holes under axial bending." ACI Struct. J., 84(5), 293-295.
10. Brondum-Nielsen, T. (1987b). "Ultimate flexural capacity of cracked polygonal concrete sections with circular holes under biaxial bending." ACI Struct. J., 84(3), 212-215.
11. "Building code requirements for reinforced concrete (ACI 318-95) and commentary (ACI 318R-95)." (1995). American Concrete Institute, Detroit.
12. Chu, K.-H., and Pabarcius, A. (1958). "Biaxially loaded reinforced concrete columns." Proc., ASCE, Reston, Va., 84(8), 1-27.
13. Dinsmore, C. I. (1982). "Column analysis with a programmable calculator." ACI Concrete Int., 4(11), 32-36.
14. Dundar, C. (1990). "Concrete box sections under biaxial bending and axial load." J. Struct. Engrg., ASCE, 116(3), 860-865.
15. Fleming, J. F., and Werner, S. D. (1965). "Design of columns subjected to biaxial bending." ACI J., 62(3), 327-342.
16. Furlong, R. W. (1961). "Ultimate strength of square columns under biaxially eccentric load." ACI J., 57(9), 1129-1140.
17. Gouwens, A. J. (1975). "Biaxial bending simplified." Reinforced concrete columns, ACI SP-50. American Concrete Institute, Detroit, 233-261.
18. Gurfinkel, G. (1970). "Analysis of footings subjected to biaxial bending." J. Struct. Div., ASCE, 93(6), 1049-1059.
19. Heindahm, P. O., and Bianchini, A. C. (1975). "Ultimate strength of biaxially eccentrically loaded concrete columns reinforced with high strength steel." Reinforced concrete columns, ACI SP-50. American Concrete Institute, Detroit, 93-117.
20. Hsu, C.-T. T. (1985). "Biaxially loaded L-shaped reinforced concrete columns." J. Struct. Engrg., ASCE, 111(12), 2576-2595 [Errata, 1988, 114(11), 2629].
21. Hsu, C.-T. T. (1986). "Reinforced concrete members subject to combined biaxial bending and tension." ACI J., 83(1), 137-144.
22. Hsu, C.-T. T. (1987). "Channel-shaped reinforced concrete compression members under biaxial bending." ACI Struct. J., 84(3), 201-211 [Errata, 1988, 85(3), 240].
23. Hsu, C.-T. T. (1988). "Analysis and design of square and rectangular columns by equation of failure surface." ACI Struct. J., 85(2), 167-179.
24. Hsu, C.-T. T. (1989). "T-shaped reinforced concrete members under biaxial bending and axial compression." ACI Struct. J., 86(4), 460-468.
25. Hsu, C.-T. T., and Mirza, M. S. (1973). "Structural concrete-biaxial bending and compression." J. Struct. Engrg., ASCE, 99(2), 285-290.
26. Kawakami, M. T., Kagaya, M., and Hirata, M. (1985). "Limit states of cracking and ultimate strength of arbitrary concrete sections under biaxial loading." ACI J., 82(1), 203-212.
27. Lachance, L. (1980). "Stress distribution in reinforced concrete sections subjected to biaxial loading." ACI J., 77(2), 116-123.
28. Marin, J. (1979). "Design aids for L-shaped reinforced concrete columns." ACI J., 76(11), 1197-1216.
29. Marin, J. (1980). "Computing unidimensional normal stress resultants." J. Struct. Engrg., ASCE, 106(1), 233-245.
30. Parme, A. L., Nieves, J. M., and Gouwens, A. J. (1966). "Capacity of reinforced rectangular columns subjected to biaxial bending." ACI J., 63(9), 911-923.
31. Ramamurthy, L. N. (1966). "Investigation of the ultimate strength of square and rectangular columns under biaxially eccentric loads." Symp. on Reinforced Concrete Columns, ACI SP-13, American Concrete Institute, Detroit, 263-298.
32. Ramamurthy, L. N., and Khan, A. H. (1983). "L-shaped column design for biaxial eccentricity." J. Struct. Engrg., ASCE, 109(8), 1903-1917.
33. Ross, D. A., and Yen, J. R. (1986). "Interactive design of reinforced concrete columns with biaxial bending." ACI J., 83(6), 988-993.
34. Smith, J. C. (1973). "Biaxially loaded concrete interaction curve." Comp. and Struct., 3, 1461-1464.
35. Wang, C. (1988). "Solving the biaxial bending problem in reinforced concrete by a three-level iteration procedure." Microcomp. in Civ.. Engrg., 3, 311.
36. Wang, C., and Salmon, C. G. (1992). Reinforced concrete design, 5th Ed., Harper & Row, New York.
37. Warner, R. F. (1969). "Biaxial moment thrust curvature relations." Proc., ASCE, Reston, Va., 95(5), 923-940.
38. Winter, G., and Nilson, A. H. (1991). Design of concrete structures, 11th Ed., McGraw-Hill, New York.
39. Yen, J. R. (1991). "Quasi-Newton method for reinforced concrete column analysis and design." J. Struct. Engrg., ASCE, 117(3), 657-666.