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Table 1 Shear beams test matrix.
The prototype beams test can successfully serve as a small scale screening test providing insights on materials selection for the full-scale beam tests.
Table 1 Shear beams test matrix Specimen ID Type of concrete FRCM plies L_0_X L 0 L_1_X L 1 L_4_X L 4 H_0_X H 1 H_1_X H 1 H_4 X H 4 X three repetitions, L low-strength, H high-strength. Specimens were constructed and tested in the Structures and Materials Laboratory at the University of Miami.
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The load deflections of the beams tested can therefore be generalized to those of typical RC beams, which like the beams tested, fail mainly due to shear.
Table 5 shows the experimental ultimate strengths at failure for the six beams tested (R1 R6).
The new layout of the horizontal rebar connectors added higher composite efficiency for the beams tested.
The results reveal increased medium composite efficiency for the beams tested.
Slip, deflections, stress and strain were calculated by using both approaches for several beams, tested previously.
The initial results reveal medium composite efficiency for the beams tested.
All beams tested showed tensile failure in the wood and shearing of the concrete (Fig. 6).
Noticeably, the fibre composite sandwich beams tested under asymmetrical beam shear exhibited higher failure load compared to beams tested under short beam shear.
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