Parry, H., Rofes, X., & Lopez-Anido, R. (2014). Splicing and local reinforcement of concrete filled FRP tubes (Report No. ME 14-14). Maine. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/28592
Parry, Heather, Xenia Rofes, and Roberto Lopez-Anido. Splicing and local reinforcement of concrete filled FRP tubes. Report no. ME 14-14. Maine. Dept. of Transportation, 2014. https://rosap.ntl.bts.gov/view/dot/28592.
Parry, Heather, et al. Splicing and local reinforcement of concrete filled FRP tubes. Maine. Dept. of Transportation, 2014, Report no. ME 14-14, ROSA P. https://rosap.ntl.bts.gov/view/dot/28592.
This report includes fulfillment of Task 1 of a multi-task contract to further enhance concrete filled FRP tubes, or
;
the Bridge in a Backpack. Task 1 investigates and develops a feasible solution for splicing the concrete filled FRP
;
tubes. This will allow use of this bridge type in longer spans.
;
A splicing solution using a combination of internal rebar reinforcing and an outer FRP collar to connect the two
;
sides of the arch is developed and tested. The outer collar sustains the loads during filling of the arch with concrete.
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The internal rebar provides the long term load carrying capacity with all dead and live loads.
;
Results from the laboratory tests and analysis show the splice detail is structurally adequate but is conservative.
Parry, H., Rofes, X., & Lopez-Anido, R. (2014). Splicing and local reinforcement of concrete filled FRP tubes (Report No. ME 14-14). Maine. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/28592
Parry, Heather, Xenia Rofes, and Roberto Lopez-Anido. Splicing and local reinforcement of concrete filled FRP tubes. Report no. ME 14-14. Maine. Dept. of Transportation, 2014. https://rosap.ntl.bts.gov/view/dot/28592.
Parry, Heather, et al. Splicing and local reinforcement of concrete filled FRP tubes. Maine. Dept. of Transportation, 2014, Report no. ME 14-14, ROSA P. https://rosap.ntl.bts.gov/view/dot/28592.
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ensure public access to scientific information.
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