Aref, A. J., & Alnahhal, W. I. (2009). Hybrid FRP-concrete bridge deck system final report I : development and system performance validation (Report No. C-02-07). New York (State). Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/17313
Aref, Amjad J. and Wael I. Alnahhal. Hybrid FRP-concrete bridge deck system final report I : development and system performance validation. Report no. C-02-07. New York (State). Dept. of Transportation, 2009. https://rosap.ntl.bts.gov/view/dot/17313.
Aref, Amjad J., and Wael I. Alnahhal Hybrid FRP-concrete bridge deck system final report I : development and system performance validation. New York (State). Dept. of Transportation, 2009, Report no. C-02-07, ROSA P. https://rosap.ntl.bts.gov/view/dot/17313.
In this study, the concept of the hybrid FRP-concrete structural systems was applied to both bridge
;
superstructure and deck systems. Results from the both experimental and computational analysis for
;
both the hybrid bridge superstructure and deck systems confirmed that the hybrid FRP-concrete
;
bridge systems have an excellent performance from structural engineering point of view.
Aref, A. J., & Alnahhal, W. I. (2009). Hybrid FRP-concrete bridge deck system final report I : development and system performance validation (Report No. C-02-07). New York (State). Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/17313
Aref, Amjad J. and Wael I. Alnahhal. Hybrid FRP-concrete bridge deck system final report I : development and system performance validation. Report no. C-02-07. New York (State). Dept. of Transportation, 2009. https://rosap.ntl.bts.gov/view/dot/17313.
Aref, Amjad J., and Wael I. Alnahhal Hybrid FRP-concrete bridge deck system final report I : development and system performance validation. New York (State). Dept. of Transportation, 2009, Report no. C-02-07, ROSA P. https://rosap.ntl.bts.gov/view/dot/17313.
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