Active confinement of concrete members with self-stressing composites

ACI Structural Journal

Volumn 97, Issue 3, 2000, Pages 297-308

  Krstulovic Opara, Neven ^a   Thiedeman, Patrick D ^a  

^a NONE

Author keywords

Active confinement; Fiber reinforced concrete; High strength, lightweight aggregate concrete; Prestressing; Self stressing; Shape memory alloys

Indexed keywords

CONCRETE AGGREGATES; DUCTILITY; FIBER REINFORCED MATERIALS; LIGHT WEIGHT CONCRETE; PRESTRESSING; REINFORCED CONCRETE; SHAPE MEMORY EFFECT; STEEL; STRENGTH OF MATERIALS; TOUGHNESS;

ACTIVE CONFINEMENT; FIBER REINFORCED CONCRETE; SELF-STRESSING COMPOSITES;

CONCRETE CONSTRUCTION;

EID: 0034191729     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (70)

1. El-Dash, K., and Ahmad, S., "Model for Lightweight Concrete Columns Confined by Single Hoop or Interlocking Double Spirals," ACl StructuralJournal, V. 9G, No. 12, Nov.-Dec. 1999, pp. 883-892.
2. Mehta, I'. K., and Monteiro, P. J. M., Concrete Structure, Properties, and Materials, 2nd Edition, Prentice Hall, Englew ood Clifls, NJ., 1993.
3. Shah, S. P., and Ahmad, S., High-Performance Concretes Properties and Applications, McGraw Hill, 1994.
4. ACI Committee 213, "Guide for Structural Lightweight Aggregate Concrete," ACI Materials Journal, V. 84, No. 3, May-June 1987, pp. 638-G51.
5. Moreno, J., "Lightweight Concrete Ductility," Concrete International, V. 8, No. 11, Nov. 198C, pp. 15-18.
6. Holm, T. A., and Bremner, T. W, "TO Years Performance Record for High-Strength Structural Lightweight Concrete," Serviceability and Durability of Construction Materials, Proceedings of First Materials Engineering Congress, Materials Engineering Division, ASCE, Denver, Aug. 1990, pp. 884-893.
7. Wang, P. T.; Shah, S. P.; and Naaman, A. E., "Stress-Strain Curves of Normal and Lightweight Concrete in Compression," ACI JOURNAL, Proceedings V. 75, 1978, pp. 603-C11.
8. Martinez, S.; Nilson, A. H.; and Slate, F. O., "Spirally Reinforced High-Strength Concrete Columns," ACI JOURNAL, Proceedings, V. 81, Sept. 1984-, pp. 431-442.
9. Bjerkeli, L.; Tomaszewicz, A.; and Jensen, J. J., "Deformation Properties and Ductility of High-Strength Concrete," Proceedings of the Second International Symposium on Utilization of High-Strength Concrete, University of California, Berkeley, May 199O, pp. 215-238.
10. Sheikh, S., and Uzumeri, S. M, "Strength and Ductility of Tied Concrete Columns," ASCE Journal of Structural Engineering, V IOG, No. ST. 5, May 1980, pp. 1079-1102.
11. Razvi, S. R., and Saatcioglu, M., "Confinement of Reinforced Concrete Columns with Welded-Wire Fabric," ACI Structural Journal, V. 86, No. 5, Sept.-Oct., 19S9, pp. 61S-G23.
12. Sheikh, S., and Toklucu, M. T., "Reinforced Concrete Columns Confined by Circular Spirals and Hoops," ACI Structural Journal, V 90, No. 5, Sept.-Oct., 1993, pp. 542-553.
13. Maney, G. A., "High-Strength Reinforced Column Development," ASCE Civil Engineering, V 14, No. 12, 1991, pp. 49G-498.
14. Johnson, W. B., "An Experimental Investigation of Prestressed Reinforced Columns," MS thesis, Department of Civil Engineering, University of Colorado, 1950.
15. Gitman, F. E., "Investigation of Cylindrical Columns with Prestressed Reinforcement," Trudy Instituta NIZB, Moscow, 1958, pp. 204235.
16. IG. Gambarov, G. A., "Centrally Compressed Prestressed Elements," Beton i Zhelczobeton, Moscow, Apr. 19G1, pp. 164-169.
17. Fesser, L. J., and Chin, J., "Strength and Stiffness of Spirally Prestressed Concrete Cylinders," PCI Journal, V 7, No. 3, 19G2, pp. 55-G2.
18. Ben-Zvi, E.; Muller, G.; and Rosen thal, I, "Effect of Active Triaxial Stress on the Strength of Concrete Elements," Symposium on Reinforced Concrete Columns, SP-13, American Concrete Institute, Farmington Hills, Mich., 1965, pp. 193-234.
19. Martin, C. W, "Spirally Prestressed Concrete Cylinders," ACI JOUR. NAL, Proceedings V. 65, No. 10, Oct. 19G8, pp. 837-845.
20. Ghali, A.; Sargious, M. A.; and Huizer, A., "Vertical Prestressing of Flat Plates around Columns," Shear in Reinforced Concrete, SP-J2, American Concrete Institute, Farm'mgton Hills, Mich., 1974, pp. 747-7G8.
21. Chen, R. C; Carrasquillo, R. L.; and Fowler, D. W., "Behavior of . High-Strength Concrete under Uniaxial and Biaxial Compression," HighStrength Concrete, SP-87, American Concrete Institute, Farmington Hills, Mich., 1985, pp. 251-273.
22. Perry, S. II.; Armstrong, W. E.j and Harris, A., "Axially Loaded Concrete Columns with Non-Uniform Lateral Confinement," Proceedings of the Institute of Civil Engineers, V. 83, Part 2, Mar. 1987, pp. 243-2G2.
23. Cheong, II. K., and Perry, S. II., "Concrete Columns with Lateral Prestressing," ASCE Journal of Engineering Mechanics, Y 117, No. 1, Jan. 1991, pp. 70-87.
24. Gardner, N. J.; Godse, R. M.; and Wong, T. K., "Laterally Prestressed Eccentrically Loaded Slender Columns," ACI Structural Journal, Y 89, No. 5, Sept.-Oct. 1992, pp. 547-554.
25. Krstulovic-Opara, N., and Kotsovos, M. D, "Effect of Vertical Prestressing on the Punching Failure," Cement and Concrete Composites, Y 15, 1993, pp. 131-142.
26. G. Carrasquillo, R. L.; Nilson, A. H.; and Slate, F. O., "Properties of High-Strength Concrete Subjected to Short-Term Loads," ACI JOURNAL, Proceedings Y 78, No. 3, May 1981, pp. 171-178.
27. Krstulovic-Opara, N., and Naaman, A. E., "Self-Stressing of Cement Composites Using Shape Memory Alloys," Invention Disclosure, University of Michigan, Ann Arbor, 1992.
28. Naaman, A. E., and Krstulovic-Opara, N., "Self-Prestressed fiberreinforced Cement Composites," High-Performance Fiber-Reinforced Cement Composites (HPFRCC), V. 3, Mainz, Germany, May 1999.
29. Krstulovic-Opara, N., and Naaman, A. E., "Self-Stressing Fiber Composites," ACI Structural Journal, V. 97, No. 2, Man-Apr. 2OOO, pp. 335-344.
30. Thiedeman, P. D., "Shape Memory Alloy-Based Self-Stressing High-Performance Fiber-Reinforced Composite for Active Confinement of Concrete Cylinders," MS thesis, North Carolina State University, Raleigh, Sept. 1998.
31. Krstulovic-Opara, N., High-Performance Partially Cast-in-Place S.MA-Preslressed Composite Infrastructural Systems, NSF-SGER Grant CMS9032407, North Carolina State University, Dec. 1995.
32. Naaman, A. E., and Harajli, M. H., "Mechanical Properties of HighPerformance Concretes," fl?/ortSHRP-CAVP-9O-O04, Strategic Highway Research Program, National Research Council, 1990.
33. Balaguru, P. N., and Shah, S. P., Fiber-Reinforced Cement Composites, McGraw-Hill, Inc., 1992.
34. Shah, S. P., "Theoretical Models for Predicting the Performance of Fiber-Reinforced Concretes," Journal ofFerrocement, V. 18, No. 3, July 1988, pp. 2G3-284.
35. Khuntia, M, and Goel, S. C., "Behavior of Fiber-Reinforced Concrete-Encased Open Web Steel Joists Composite Members under Monotonie and Reversed Cyclic Loading," Research Report UICEE 9S-O1, Department of Civil and Environmental Engineering, The University of Michigan, Ann Arbor, Jan. 1998.
36. Swamy, R. N.; Jones, R.; and Chiam, A. T. P., "Influence of Steel Fibers on the Shear Resistance of Lightweight Concrete I-Beams," ACI Structural Journal V. 90, No. I, Jan.-Feb. 1993, pp. 103-114.
37. Ganesa, N., and Ramana-Murthy, J. V, "Strength and Behavior of Confined Steel Fiber-Reinforced Concrete Columns," ACI Materials Journal, V. 87, No. 3, May-June 1990, pp. 221-227.
38. Craig, R., "Flexural Behavior and Design of Reinforced Fiber Concrete Members," Fiber-Reinforced Concrete Properties and Applications, SP-1O5, American Concrete Institute, Farmington Hills, Mich., 1987, pp. 517-503.
39. Vasconez, R. M.; Naaman, A. E.; and Wight, J. K., "Behavior of Fiber-Reinforced Connections for Precast Frames under Reversed Cyclic Loading," Report No. UMCEE 97-2, Department of Civil and Environmental Engineering, The University of Michigan, Ann Arbor, 1997.
40. Romero, M. A., and Sanders, D., "Impact of Steel Fibers and Stirrup Spacing on Compression Strut Capacity," Restructuring America and Beyond, Proceedings of ASCE Structures Congress XIII, V 2, Apr. 1995, pp. 1C 191G22.
41. Olariu, I.; loani, A. M.; Poienar, N.; and Cociardi, M., "Seismic Behavior of Steel Fiber Concrete Beam-Column," Earthquake Engineering, Tenth World Conference, Madrid, Spain, 1992, pp. 3169-3174.
42. Katzensteiner, B.; Mindess, S.; Filiatrault, A.; Nathan, N. D.; and Banthia, N., "Use of Steel Fiber Concrete in Seismic Design," FiberReinforced Cement and Concrete, RILEM Symposium, Sheffield, UK, 1992, pp. G1S-C28.
43. Naaman, A. E., "SIFCON Tailored Properties for Structural Performance," High-Performance Fiber-Reinforced Cement Composites, V. 1, E&FNSpon, 1992, pp. 18-38.
44. Hackman, L. E.; Farrell, M. B.; and Dunham, O. O., "Slurry Infiltrated Mat Concrete (SIMCON)," Concrete International, V 14, No. 12, Dec. 1992, pp. 53-56.
45. Krstulovic-Opara, N., and Malak, S., "Tensile Behavior of Slurry Infiltrated Mat Concrete (SIMCON)," ACI Materials Journal, V. 9J, No. 1, Jan.-Feb. 1997, pp. 39-10.
46. Krstulovic-Opara, N.; and Al-Shannag, M. J., "Compressive Behavior of Slurry Infiltrated Mat Concrete (SIMCON)," ACI Materials Journal, V. 90, No. 3, May-June 1999, pp. SÖ7-377.
47. Bayasi, M. Z., and Zeng, J., "Flexural Behavior of Slurry Infiltrated Mat Concrete (SIMCON)," ASCE Journal of Materials in Civil Engineering, V. 9, No. 4, Nov. 1997, pp. 194-199.
48. Krstulovic-Opara, N., and Al-Shannag, M. J, "Slurry Infiltrated Mat Concrete (SIMCON)-Based Shear Retrofit of Reinforced Concrete Members," ACI Structural Journal, V. 96, No. 1, Jan.-Feb. 1999, pp. 105-114.
49. Krstulovic-Opara, N.; Dogan, E.; Uang, C.-M.; and Haghayeghi, A., "Flexural Behavior of Composite R.C.-Slurry Infiltrated Fiber Mat Concrete (SIMCON) Beams," ACI Structural Journal, V. 94, No. 5, Sept.Oct. 1997, pp. 502-512.
50. Brunnhoeffer, G. C.; Farrell, M. B.; Hawkins, N. M.; Gamble, W. L.; and Shkurti, F. P., "Repair of Reinforced Concrete Columns Using Steel Fiber Mat Reinforced Slurry Concrete," 1IPFRC in Infrastructural Repair and Retrot, SP-185, American Concrete Institute, Farmington Hills, Mich., 1999.
51. Krstulovic-Opara, N., and Uang, C. -M., Repair and Rehabilitation of Non-Ductile U.C. Frames Using High-Performance Fiber-Reinforced Cement Composites, NSF Earthquake Hazard Mitigation Program/BSC/ENG Grant CMS-9096030, Repair and Rehabilitation Program, 1991.
52. Dogan, E., "Retrofit of Non-Ductile Reinforced Concrete Frames Using High Performance Fiber-Reinforced Composites," PhD thesis, North Carolina State University, Raleigh, Oct. ID98.
53. Dogan, E.; Hill, II.; and Krstulovic-Opara, N., "Suggested Design Guidelines for Seismic Retrofit with SIMCON and SIFCON," IIPFRC in Infrastructural Repair and Retrot, SP-185, American Concrete Institute, Farmington Hills, Mich., 1999.
54. Krstulovic-Opara, N.; LaFave, J.; Dogan, E.; and Uang, C.-M., "Seismic Retrofit with Discontinuous SIMCON Jackets," IIPFRC in Infrastructural Repair and Retrofit,' SP-185, American Concrete Institute, Farmington Hills, Mich., 1999.
55. Krstulovic-Opara, N.; Ahmad, S.; and Zia, P., High-Performance Composite Infrastructural Systems Utilizing Advanced Cementitious Composites NSF Earthquake Hazard Mitigation Grant CMS-9632443, US-Japan Cooperative Research Program, Jan. 1996.
56. Krstulovic-Opara, N., and Malak, S., "Micromechanical Tensile Behavior of Slurry Infiltrated Fiber Mat Concrete (SIMCON)," ACl Materials Journal, V. 94, No. 5, Sept.-Oct. 1997, pp. 373-384.
57. Traîna, L. A., and Mansour, S. A., "Biaxial Strength and Deformational Behavior of Plain Steel Fiber Concrete," ACl Materials Journal, \. 88, No. 4, July-Aug. 1991, pp. 354-362.
58. Sniadi, M. M., and Slate, F. O., "Microcracking of High- and Normal-Strength Concrete under Short- and Long-Tenn Loadings," ACl Materiah Journal, V. 80, No. 2, Mar.-Apr. 1989, pp. 117-127.
59. Mindess, S., and Young, J. F., Concrete, Prentice-Hall, Inc., NJ., 1981.
60. GO. Kotsovos, M. D., and Newman, J. B., "Behavior of Concrete under Multiaxial Stress," ACl JOURNAL, Proceedings V. 74, No. 10, Sept.-Oct. 1977, pp. 443-146.
61. Ahmad, S., and Shah, S. P., "Stress-Strain Curves of Concrete Confined by Spiral Reinforcement," ACl JOURNAL, Proceedings V. 79, No. 6, Nov.-Dec. 1982, pp. 484-490.
62. Bobrowski, J., and Bardhan-Roy, B. K., "A Method of Calculating the Ultimate Strength of Reinforced and Prestressed Concrete Beams in Combined Flexure and Shear," The Structural Engineer, V 47, No. 5, May 1969, pp. 197-209.
63. Kotsovos, M. D., and Bobrowski, J., "Design Model for Structural Concrete Based on the Concept of the Compressive Force Path," ACl Structural Journal, V. 90, No. 1, Jan.- Feb. 1993, pp. 12-20.
64. Kotsovos, M., "Compressive Force Path Concept: Basis for Reinforced Concrete Ultimate Limit State Design," ACl Structural Journal, V. 85, No. 1, Jan.-Feb. 1988, pp. 08-75.
65. Kotsovos, M. D., "Mechanism of 'Shear' Failure," Magazine of Concrete Research, V. 35, No. 123, June 1983, pp. 99-100.
66. Gilbertson, R. G., Muscle ITires Project Book, Mondo Tronics, Inc., San Anselmo, Calif, 1992.
67. Maji, A., and Negret, I., "Smart Prestressing with Shape-Memory Alloy," ASCE Journal of F.ngineering Mechanics, Oct. 1998, pp. 1121-1128.
68. Borden, T., Shape Memory Alloy Fastener Rings, Raychem Corp., Calif, 1990.
69. Proft, J. L., and Duerig, T. \V, "Mechanical Aspects of Constrained Recovery," Engineering Aspects of Shape Memory Alloys, T. W. Duerig, K. N. Melton, D. Stockel, and C. M. Wayman, eds., Butterworth-IIeinemann, London, 1990, pp. 115-129.
70. Yaeger, J. R., "Compact Maintenance Concepts and Repair Techniques Using Shape Memory Alloys for Fluid Lines, Control Tubes, and Drive Shafts," Report No. USA AVRADCOM TR-82-D-37, Applied Tech. Lab., U.S. Army, Fort Eustis, Va., 1982.