Open Access
MATEC Web Conf.
Volume 271, 2019
2019 Tran-SET Annual Conference
Article Number 01012
Number of page(s) 6
Section Structural
Published online 09 April 2019
  1. Ilki, A., Peker, O., Karamuk, E., Demir, C., and Kumbasar, N. (2008). FRP retrofit of low and medium strength circular and rectangular reinforced concrete columns. Journal Materials in Civil Engineering. 20(2): 169–188. [CrossRef] [Google Scholar]
  2. Pellegrino, C., and Modena, C. (2010). Analytical model for FRP confinement of concrete columns with and without internal steel reinforcement. J. Compos. Constr. 14(6): 693–705. [CrossRef] [Google Scholar]
  3. Hu, H., and Seracino, R. (2014). Analytical model for FRP-and-steel confined circular concrete columns in compression. J. Compos. Constr. 18(3): A4013012. [CrossRef] [Google Scholar]
  4. Zignago, D., Barbato, M., and Hu, D. (2018). Constitutive Model of Concrete Simultaneously Confined by FRP and Steel for Finite-Element Analysis of FRP-Confined RC Columns. J. Compos. Constr. 22(6): 04018064. [CrossRef] [Google Scholar]
  5. Spoelstra, M.R., and Monti, G. (1999). FRP-confined concrete model. J. Compos. Constr. 3(3): 143–150. [CrossRef] [Google Scholar]
  6. Fardis, M.N., and Khalili, H.H. (1982). FRP-encased concrete as a structural material. Mag. Concr. Res. 34(121): 191–202. [CrossRef] [Google Scholar]
  7. Mirmiran, A., and Shahawy, M. (1996). A new concrete-filled hollow FRP composite column. Compos. Part B: Eng. 27B (3–4): 263–268. [CrossRef] [Google Scholar]
  8. Karbhari, V.M., and Gao, Y. (1997). Composite jacketed concrete under uniaxial compression— Verification of simple design equations. J. Mater. Civ. Eng. 9(4): 185–193. [CrossRef] [Google Scholar]
  9. Samaan, M., Mirmiran, A., and Shahawy, M. (1998). Model of concrete confined by fiber composites. J. Struct. Eng. 124(9): 1025–1031. [CrossRef] [Google Scholar]
  10. Xiao, Y., and Wu, H. (2000). Compressive behavior of concrete confined by carbon fiber composite jackets. J. Mater. Civ. Eng. 12(2): 139–146. [CrossRef] [Google Scholar]
  11. Fam, A.Z., and Rizkalla, S.H. (2001). Confinement model for axially loaded concrete confined by circular fiber-reinforced polymer tubes. ACI Struct. J. 98(4): 451–461. [Google Scholar]
  12. Shao, Y., Zhu, Z., and Mirmiran, A. (2006). Cyclic modeling of FRPconfined concrete with improved ductility. Cement. Concr. Compos. 28(10): 959– 968. [CrossRef] [Google Scholar]
  13. Li, Y.F., Lin, C.T., and Sung, Y.Y. (2003). A constitutive model for concrete confined with carbon fiber reinforced plastics. Mech. Mater. 35(3–6):603–619. [CrossRef] [Google Scholar]
  14. Hu, D., and Barbato, M. (2014). Simple and efficient finite element modeling of reinforced concrete columns confined with fiber-reinforced polymers. Eng. Struct. 72: 113–122. [CrossRef] [Google Scholar]
  15. Mander, J.B., Priestley, M.J.N., and Park, R. (1988). Theoretical stress-strain model for confined concrete. J. Struct. Eng. 114(8): 1804–1826. [Google Scholar]
  16. Saadatmanesh, H., Ehsani, M.R., and Li, M.W. (1994). Strength and ductility of concrete columns externally reinforced with fiber composite straps. ACI Struct. J. 91(4): 434–447. [Google Scholar]
  17. Popovics, S. (1973). Numerical approach to the complete stress-strain relation for concrete. Cem. Concr. Res. 3(5): 583–599. [Google Scholar]
  18. Balan, T.A., Filippou, F.C., and Popov, E.P. (1997). Constitutive model for 3D cyclic analysis of concrete structures. J. Eng. Mech. 123(2):143–153. [CrossRef] [Google Scholar]
  19. Spacone, E., Filippou, F.C., and Taucer, F.F. (1996). Fiber beam-column element for nonlinear analysis of R/C frames. Part I: Formulation. Earthquake Eng. Struct. Dyn. 25(7): 711–725.<711::AID-EQE576>3.0.CO;2-9. [CrossRef] [Google Scholar]
  20. Barbato, M. (2009). Efficient finite element modelling of reinforced concrete beams retrofitted with fibre reinforced polymers. Comp. Struct. 87(3–4): 167–176. [CrossRef] [Google Scholar]
  21. Menegotto, M., and Pinto, P.E. (1973). Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and nonelastic behavior of elements under combined normal force and bending. In Proc., IABSE Symp.on Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, 15–22. Zurich, Switzerland: International Association for Bridge and Structural Engineering. [Google Scholar]
  22. Filippou, F.C., Popov, E.P., and Bertero, V.V. (1983). Effects of bond deterioration on hysteretic behavior of reinforced concrete joints. Rep. No. EERC 83-19. Berkeley, CA: Earthquake Engineering Research Center, Univ. of California. [Google Scholar]
  23. Realfonzo, R., and Napoli, A. (2011). Concrete confined by FRP systems: Confinement efficiency and design strength models. Compos. Part B: Eng. 42(4):736–755. [CrossRef] [Google Scholar]
  24. Toutanji, H. (1999). Stress-strain characteristics of concrete columns externally confined with advanced fiber composite sheets. ACI Materials Journal 96(3): 397–404. [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.