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TECHNICAL PAPER


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           [1]   ACI 440.1R: 2006. “Guide for the design and construction   comparison of basalt fiber reinforced polymer (BFRP) rebar
               of structural concrete reinforced with FRP bars”, American   and steel rebar in concrete beams”, Energy Procedia,
               Concrete Institute (ACI), Farmington Hills, Michigan (MI),
               USA.                                                   2017, Vol. 111, pp. 31-40.

           [2]   CSA-S806: 2002. “Design and construction of building   [15]  Atutis M., Valivonis J., and Atutis E. “Experimental
               components  with  fiber-reinforced  polymers”,  Canadian   study of concrete beams prestressed with basalt fiber
               Standard Association (CSA), Toronto, Ontario (ON), Canada.  reinforced polymers. Part I: Flexural behavior and
                                                                      serviceability”, Composite Structures, 2018, Vol. 183,
           [3]   Grace N., Jensen E., Matsagar V., and Penjendra P.   pp. 114-123.
               “Performance of an AASHTO beam bridge prestressed
               with CFRP tendons”, Journal of Bridge Engineering   [16]  Atutis M. “Analysis of flexural behavior of concrete beams
               (ASCE), 2013, Vol. 18, No. 2, pp. 110-121.             prestressed with basalt fiber reinforced polymer bars”,

           [4]   Johnson B.S. “Prestressed BFRP tendons in concrete beams”,   PhD Thesis, Vilnius Gediminas Technical University (VGTU),
               Master’s Thesis, University of Reykjavik, Iceland, 2011.  Lithuania, 2018.
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               prestressed with BFRP tendons”, Master’s Thesis,       reinforcing geotechnical concrete structures”, MATEC
               University of Reykjavik, Iceland, 2012.                Web of Conferences, 2019, Vol. 265, pp. 05011.
           [6]   Erlendsson J.O. “Continuous basalt fiber as reinforcement   [18]  Grace N.F. and Singh S.B. “Design approach for carbon
               material in polyester resin”, Master’s Thesis, University of   fiber-reinforced polymer prestressed concrete bridge
               Reykjavik, Iceland, 2012.
                                                                      beams”, ACI Structural Journal, 2003, Vol. 100, No. 3,
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               behavior of prestressed basalt fiber reinforced
               polymer bars”, Procedia Engineering, 2013, Vol. 54,   [19]  Grace N.F., Soliman A.K., Abdel-Sayed G., and Saleh
               pp. 261-269.                                           K.R. “Behavior and ductility of simple and continuous
                                                                      FRP reinforced beams”, Journal of Composites for
           [8]   Gunnarsson A., Thorhallson E.R., and Snaebjornsson   Construction (ASCE), 1998, Vol. 2, No. 4, pp. 186-194.
               J.T. “Simulation of experimental research of concrete
               beams prestressed with BFRP tendons”, Nordic Concrete   [20]  ASTM A615/A615M-15a: 2015. “Standard specification
               Research, 2014, Vol. 50, No. 2, pp. 153-156.           for deformed and plain carbon-steel bars for concrete
           [9]   Saad S.M., Patel I., and Pethani N. “Basalt fiber reinforced   reinforcement”, American Society for Testing and Materials
               polymer (BFRP): effective replacement of steel in      (ASTM), USA.
               reinforced concrete”, Journal of Civil Engineering and   [21]  ACI 440.4R: 2004. “Prestressing concrete structures
               Environmental Technology, 2014, Vol. 1, No. 4, pp. 84-87.
                                                                      with FRP tendons”, American Concrete Institute (ACI),
           [10]  Pearson M. and Donchev T. “Experimental study on the   Farmington Hills, Michigan (MI), USA.
               behavior of prestressed concrete beams with internal
               BFRP reinforcement”, Proceedings of the 11  International   [22]  ACI 318: 2019. “Building code requirements for structural
                                                  th
               Symposium FRPRCS11, Guimaraes, Portugal, 2013,         concrete”, American Concrete Institute (ACI), Farmington
               pp. 26-28.                                             Hills, Michigan (MI), USA.
           [11]  Wang X., Shi J., Liu J., Yang L., and Wu Z. “Creep behavior   [23]  Atutis M., Valivonis J., and Atutis E. “Experimental study
               of basalt fiber reinforced polymer tendons for prestressing   of concrete beams prestressed with basalt fiber reinforced
               application”, Materials and Design, 2014, Vol. 59,     polymers. Part II: stress relaxation phenomenon”,
               pp. 558-564.                                           Composite Structures, 2018, Vol. 202, pp. 344-354.
           [12]  Thorhallsson E., Zhelyazov T., Gunnarsson A., and   [24]  Abdelrahman A.A. and Rizkalla S.H. “Deflection control of
               Snaebjornsson J.T. “Concrete beams reinforced with     concrete beams pre-tensioned by CFRP reinforcements”,
               prestressed basalt bars”, Proceedings of fib Symposium,
               Concrete-Innovation and Design, Copenhagen, Denmark,   Journal of Composites for Construction (ASCE), 1999,
               2015, pp. 277-278.                                     Vol. 3, No. 2, pp. 55-62.
           [13]  Thorhallsson E.R. and Snaebjornsson J.T. “Basalt fibers   [25]  Bischoff P.H. “Reevaluation of deflection prediction for
               as new material for reinforcement and confinement of   concrete beams reinforced with steel and fiber reinforced
               concrete”, Solid State Phenomena, 2016, Vol. 249,      polymer bars”, Journal of Structural Engineering (ASCE),
               pp. 79-84.                                             2005, Vol. 131, No. 5, pp. 752–767.


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