Behavior and design of HSC members subjected to axial compression and flexure

American Concrete Institute, ACI Special Publication

Volumn SP-228, Issue , 2005, Pages 395-419

  Mertol, Halit Cenan ^a   Kim, SungJoong ^b   Mirmiran, Amir ^c   Rizkalla, Sami ^b   Zia, Paul ^d  

^a MIDDLE EAST TECHNICAL UNIVERSITY   (Turkey)

^b North Carolina State University

^c Florida International University   (United States)

^d NORTH CAROLINA STATE UNIVERSITY   (United States)

Author keywords

Column; Combined compression and flexure; Compression members; High strength concrete; Stress block parameters

Indexed keywords

AXIAL COMPRESSION; COMPRESSIVE STRENGTH; HIGH PERFORMANCE CONCRETE;

AXIAL COMPRESSION LOAD; BRIDGE DESIGN CODES; COMPRESSIVE STRENGTH OF CONCRETE; CONCRETE FABRICATOR; CRITICAL ASSESSMENT; FUNDAMENTAL PROPERTIES; HIGH STRENGTH CONCRETES; LATERAL REINFORCEMENT;

BRIDGES;

EID: 77949404876     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (56)

1. AASHTO LRFD Bridge Design Specifications, Second Edition, American Association of State Highway and Transportation Officials, Washington DC, 1998.
2. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (318R-02),” American Concrete Institute, Farmington Hills, MI, 2002, 443 pp.
3. ACI Committee 363, “State-of-the-Art Report on High-Strength Concrete (ACI 363R-92),” American Concrete Institute, Detroit, MI, 1992 (Revised 1997), 55 pp.
4. ACI Committee 363, “Guide to Quality Control and Testing of High-Strength Concrete (ACI 363.2R-98),” American Concrete Institute, Detroit, MI, 1998, 18 pp.
5. Ansari, F. and Li, Q., “High Strength Concrete Subjected to Triaxial Compression,” ACI Materials Journal, Vol. 95, No. 6, 1998, pp. 747-755.
6. Attard, M. M. and Setunge, S., “Stress-Strain Relationship of Confined and Unconfined Concrete,” ACI Structural Journal, Vol. 93, No. 5, 1996, pp. 432-442.
7. Attard, M. M. and Stewart, M. G., “A Two Parameter Stress Block for High Strength Concrete,” ACI Structural Journal, Vol. 95, No. 3, 1998, pp. 305-317.
8. Azizinamini, A., Kuska, S. S. B., Brungardt, P. and Hatfield, E., “Seismic Behavior of Square High-Strength Concrete Columns,” ACI Structural Journal, Vol. 91, No. 3, 1994, pp. 336-345.
9. Bae, S. and Bayrak, O., “Stress Block Parameters for High-Strength Concrete Members,” ACI Structural Journal, Vol. 100, No. 5, 2003, pp. 626-636.
10. Bayrak, O. and Sheikh, S. A., “Confinement Reinforcement Design Considerations for Ductile HSC Columns,” Journal of Structural Engineering, Vol. 124, No. 9, 1998, pp. 999-1010.
11. Bing, L., Park, R. and Tanaka, H., “Stress Strain Behavior of High Strength Concrete Confined by Ultra-High- and Normal-Strength Transverse Reinforcement,” ACI Structural Journal, Vol. 98, No. 3, 2001, pp. 395-406.
12. Canadian Standards Association, “Design of Concrete Structures, CSA A23.3 1994,” Rexdale, Ontario, 1994, 199 pp.
13. Carino, N. J., “Prediction of Potential Strength at Later Ages,” Concrete and Concrete-Making Materials, 1994, 140 pp.
14. Carrasquillo, R. L., Nilson, A. H. and Slate, F., “Properties of High Strength Concrete Subject to Short- Term Loads,” ACI Structural Journal, Vol. 78, No.3, 1981, pp. 171-178.
15. Carrasquillo, R. L., Slate, F. and Nilson, A. H., “Micro-Cracking and Behavior of High Strength Concrete Subject to Short- Term Loading,” ACI Structural Journal, Vol. 78, No.3, 1981, pp. 179-186.
16. Comite European de Normalisation (CEN), “Eurocode 2: Design of Concrete Structures, Part 1 - General Rules and Rules for Buildings,” prEN 1992-1, 2002, 211 pp.
17. Cusson, D. and Paultre, P., “High-Strength Concrete Columns Confined by Rectangular Ties,” Journal of Structural Engineering, Vol. 120, No. 3, 1994, pp. 783-804.
18. Dahl, K. K. B., “Uniaxial Stress-Strain Curves for Normal and High-Strength Concrete,” ABK Report No. R282, Department of Structural Engineering, Technical University of Denmark, 1992.
19. Dong Z. and Keru, W., “Fracture Properties of High-Strength Concrete,” Journal of Materials in Civil Engineering, Vol. 13, No. 1, 2001, pp. 86-88.
20. Ho, J. C. M. and Pam, H. J., “Inelastic Design of Low-Axially Loaded High Strength Concrete Reinforced Columns,” Engineering Structures, Vol. 25, No. 8, 2003, pp.1083-1096.
21. Hognestad, E., Hanson, N. W. and McHenry, D., “Concrete Stress Distribution in Ultimate Strength Design,” ACI Journal, Vol. 52, No. 4, 1955, pp. 455-479.
22. Ibrahim, H. H. H. and MacGregor, G., “Tests of Eccentrically Loaded High-Strength Concrete Columns,” ACI Structural Journal, Vol. 93, No. 5, 1996, pp. 585-594.
23. Ibrahim, H. H. H. and MacGregor, G., “Modification of the ACI Rectangular Stress Block for High-Strength Concrete,” ACI Structural Journal, Vol. 94, No. 1, 1997, pp. 40-48.
24. Iravani, S., “Mechanical Properties of High-Performance Concrete,” ACI Materials Journal, Vol. 93, No. 5, 1996, pp. 416-426.
25. Issa, M. A. and Tobaa, H., “Strength and Ductility Enhancement in High-Strength Confined Concrete,” Magazine of Concrete Research, Vol. 46, No. 168, 1994, pp. 177-189.
26. Kaar, P. H., Hanson, N. W. and Capell, H. T., “Stress-Strain Characteristics of High Strength Concrete,” ACI Special Publication-55, Douglas McHenry International Symposium on Concrete and Concrete Structures, Michigan, MI, 1978, pp. 161-185.
27. Kahn, L. F. and Meyer, K. F., “Rectangular Stress Block for Non-rectangular Compression Zone,” ACI Structural Journal, Vol. 92, No. 3, 1995, pp. 304-310.
28. Li, B., “Strength and Ductility of Reinforced Concrete Members and Frames Constructed Using High Strength Concrete,” Ph. D. Thesis in Civil Engineering, University of Canterbury, Christchurch, New Zealand, 1993.
29. Legeron, F. and Paultre, P., “Prediction of Modulus of Rupture of Concrete,” ACI Materials Journal, Vol. 97, No. 2, 2000, pp. 193-200.
30. Legeron, F. and Paultre, P., “Behavior of High-Strength Concrete Columns under Cyclic Flexure and Constant Axial Load,” ACI Structural Journal, Vol. 97, No. 4, 2000, pp. 591-601.
31. Le Roy, R., “Instantaneous and Time Dependant Strains of High-Strength Concrete,” Laboratoire Central des Ponts et Chaussees, Paris, France, 1996, 376 pp.
32. Liu, J., Foster, S. J. and Attard, M. M., “Strength of Tied High Strength Concrete Columns Loaded in Concentric Compression,” ACI Structural Journal, Vol. 97, No. 1, 2000, pp. 149-156.
33. Nedderman, H., "Flexural Stress Distribution in Very-High Strength concrete,” M.Sc. Thesis, University of Texas at Arlington, 1973, 182 pp.
34. Noguchi Laboratory Data, Department of Architecture, University of Tokyo, Japan, (http://bme.t.u-tokyo.ac.jp/index_e.html).
35. Ozbakkaloglu, T. and Saatcioglu, M., “Rectangular Stress Block for High-Strength Concrete,” ACI Structural Journal, Vol. 101, No. 4, 2004, pp. 475-483.
36. Parrot, L. J., “The Properties of High-Strength Concrete,” Technical Report No. 42.417, Cement and Concrete Association, Wexham Springs, 1969, 12 pp.
37. Paultre, P. and Mitchell, D., “Code Provisions for High-Strength Concrete - An International Perspective,” Concrete International, 2003, pp. 76-90.
38. Razvi, S. R. and Saatcioglu, M., “Confinement Model for High Strength Concrete,” Journal of Structural Engineering, Vol. 125, No. 3, 1999, pp. 281-289.
39. Pendyala, R. and Mendis, P. A., “A Rectangular Stress Block for High Strength Concrete,” Structural Engineering Journal, Institution of Engineers, Australia, Vol. CE39, No. 4, 1998, pp.135-144.
40. Perenchio, W. F. and Klieger, P., “Some Physical Properties of High Strength Concrete,” Research and Development Bulletin No. RD056.01T, Portland Cement Association, Skokie, IL, 1978, 7 pp.
41. Richart, F. E., Brandtzaeg, A. and Brown, R. L., “A Study of the Failure of Concrete under Combined Compressive Stresses,” Bulletin 185, University of Illinois Engineering Experiment Station, Urbana, Illinois, 1928, 104 pp.
42. Richart, F. E. and Staehle, G. C., “Progress Report on Column Tests at the University of Illinois,” Journal of American Concrete Institute, Vol. 27, 1931a, pp. 731-760.
43. Richart, F. E. and Staehle, G. C., “Second Progress Report on Column Tests at the University of Illinois,” Journal of American Concrete Institute, Vol. 27, 1931b, pp. 761-790.
44. Richart, F. E. and Staehle, G. C., “Third Progress Report on Column Tests at the University of Illinois,” Journal of American Concrete Institute, Vol. 28, 1931c, pp. 167-175.
45. Richart, F. E. and Staehle, G. C., “Fourth Progress Report on Column Tests at the University of Illinois,” Journal of American Concrete Institute, Vol. 28, 1932, pp. 279-315.
46. Richart, F. E., “Reinforced Concrete Column Investigation,” Journal of American Concrete Institute, Vol. 29, 1933, pp. 275-284.
47. Russell, H. G., Miller, R. A., Ozyildirim, H. C. and Tadros, M. K., “Compilation and Evaluation of Results from High Performance Concrete Bridge Projects, Volume 1,” Federal Highway Administration, 2003.
48. Russell, H. G., Miller, R. A., Ozyildirim, H. C. and Tadros, M. K., “Compilation and Evaluation of Results from High Performance Concrete Bridge Projects, Volume 2,” Federal Highway Administration, 2003.
49. Saatcioglu, M. and Baingo, D., “Circular High Strength Columns under Simulated Seismic Loading,” Journal of Structural Engineering, Vol. 125, No. 3, 1999, pp. 272-280.
50. Saatcioglu, M. and Razvi, S. R., “High Strength Concrete Columns with Square Sections under Concentric Compression,” Journal of Structural Engineering, Vol. 124, No. 12, 1998, pp. 1438-1447.
51. Schade, J. E., “Flexural Concrete Stress in High Strength Concrete Columns,” M. S. Thesis in Civil Engineering, the University of Calgary, Calgary, Alberta, Canada, 1992.
52. Swartz, S. E., Nikaeen, A., Narayan Babu, H. D., Periyakaruppan, N. and Refai, T. M. E., “Structural Bending Properties of Higher Strength Concrete,” ACI Special Publication-87, High-Strength Concrete, 1985, pp. 145-178.
53. Tadros, M., Al-Omaishi, N., Seguirant, J. S. and Galit, J. G., “Prestress Losses in Pretensioned High-Strength Concrete Bridge Girders,” NCHRP Report 496, Transportation Research Board, 2003.
54. Xie, J., Elwi, A. E. and MacGregor, J. G., “Mechanical Properties of Three High Strength Concretes Containing Silica Fume,” ACI Structural Journal, Vol. 92, No. 2, 1995, pp. 135-145.
55. Yong, Y. K., Nour, M. G. and Nawy, E. G., “Behavior of Laterally Confined High Strength Concrete under Axial Loads,” Journal of Structural Engineering, Vol. 114, No. 2, 1988, pp. 332-351.
56. Zia, P., Leming, M. L., Ahmad, S., Schemmel, J. J., Elliot, R. P. and Naaman, A. E., “Mechanical Behavior of High Performance Concrete, Vol. 1 - Vol. 5,” SHRP Report C-361-365, Strategic Highway Research Program, National Research Council, Washington, D. C., 1993.