Nonlinear finite element modeling of concrete confined by fiber composites

Finite elements in analysis and design

Volumn 35, Issue 1, 2000, Pages 79-96

  Mirmiran, Amir ^a   Zagers, Kenneth ^b   Yuan, Wenqing ^a  

^a University of Cincinnati   (United States)

^b WALTER P MOORE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS (STRUCTURAL); DEGRADATION; FIBER REINFORCED MATERIALS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PLASTICITY; PRESSURE EFFECTS; SENSITIVITY ANALYSIS; STRAIN; STRESSES; STRUCTURAL ANALYSIS; VOLUMETRIC ANALYSIS;

DRUCKER-PRAGER PLASTICITY;

REINFORCED CONCRETE;

EID: 0034174122     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0168-874X(99)00056-6     Document Type: Article

References (17)

1. C. Ballinger, T. Maeda, T. Hoshijima, Strengthening of reinforced concrete chimneys, columns, and beams with carbon fiber reinforced plastics, in: A. Nanni, C.W. Dolan (Eds.), Proceedings International Symposium Fiber-Reinforced-Plastic Reinforcement for Concrete Structures ACI, SP 138, 1993, pp. 233-247.
2. Kurt C.E. Concrete-filled structural plastic columns. J. Struct. Div. ASCE. 104:1978;55-63.
3. Mirmiran A., Shahawy M. Behavior of concrete columns confined by fiber composites. J. Struct. Eng. ASCE. 123:1997;583-590.
4. Mander J.B., Priestley M.J.N., Park R.J.T. Theoretical stress-strain model for confined concrete. J. Struct. Eng. ASCE. 114:1988;1804-1826.
5. Saadatmanesh H., Ehsani M.R., Li M.W. Strength and ductility of concrete columns externally reinforced with fiber composite straps. ACI Struct. J. 91:1994;434-447.
6. Nanni A., Bradford N.M. FRP-jacketed concrete under uniaxial compression. Const. Building Mater. 9:1995;115-124.
7. Fardis M.N., Khalili H. Concrete encased in fiberglass-reinforced plastic. ACI J. 78:1981;440-446.
8. Ahmad S.H., Khaloo A.R., Irshaid A. Behavior of concrete spirally confined by fiberglass filaments. Mag. Concr. Res. 43:1991;143-148.
9. Samaan M., Mirmiran A., Shahawy M. Model of concrete confined by fiber composites. J. Struct. Eng. ASCE. 124:1998;1025-1031.
10. P. Rochette, P. Labossière, A plasticity approach for concrete columns confined with composite materials, in: M.M. El-Badry (Ed.), Proceedings Advanced Composite Materials in Bridges and Structures, CSCE, 1996, pp. 359-366.
11. F. Picher, P. Rochette, P. Labossière, Confinement of concrete cylinders with CFRP, in: H. Saadatmanesh, M.R. Ehsani (Eds.), Proceedings of the First International Conference Composites in Infrastructure, Tucson, AZ, 1996, pp. 903-916.
12. Chen B., Mau S.T. Recalibration of a plastic-fracturing model for concrete confinement. Cem. Concr. Res. 19:1989;143-154.
13. F.E. Richart, A. Brandzaeg, R.L. Brown, Failure of plain and spirally reinforced concrete in compression, Bulletin 190, Engineering Experiment Station, University of Illinois, Urbana, IL, 1929.
14. A. Mirmiran, Analytical and experimental investigation of reinforced concrete columns encased in fiberglass tubular jackets and use of fiber jacket for pile splicing, Final Report, Contract No. B-9135, Florida Department of Transportation, Tallahassee, FL, 1997.
15. A. Mirmiran,FRP-concrete composite column and pile jacket splicingPhase 2. Final Report, Contract No. B-9895, Florida Department of Transportation, Tallahassee, FL, 1997.
16. ® Structural Nonlinearities Manual, Swanson Analysis Systems, Houston, PA, 1995.
17. Mirmiran A., Shahawy M., Samaan M., El Echary H., Mastrapa J.C., Pico O. Effect of column parameters on FRP-confined concrete. J. Compos. for Constr. ASCE. 2:1998;175-185.