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. 2020 Jan 29;13(3):604. doi: 10.3390/ma13030604

Table 4.

Test variables for flexural test on the connected precast concrete deck.

Specimen Connection Joint Connection Joint Length Filler
GSR-R None Reference Reference
GSR-HM Spliced straight GFRP rebar 450 mm 83 MPa Mortar
GSR-UH Spliced straight GFRP rebar 450 mm 165 MPa UHPC
GCH-HM Concrete Headed GRFP rebar 225 mm 83 MPa Mortar
GCH-UH Concrete Headed GRFP rebar 225 mm 165 MPa UHPC
GLC-HM Non-concrete Headed GRFP rebar 225 mm 83 MPa Mortar
GLC-UH Non-concrete Headed GRFP rebar 225 mm 165 MPa UHPC