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For this purpose, lightweight concrete and reinforced concrete beam specimens were produced with the addition of steel fibers in different strengths and ratio.
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Fifty-one specimens were produced.
Mortar specimens were produced using natural and RFAs.
For validation, several specimens were produced and tested.
Two types of specimens were produced for each adhesive: FRPT specimens (metal bonding) and CPT specimens (composite bonding) – see Figure 1. Figure 1 Type of specimens.
At least three thin sections per specimen were produced.
The beam specimens were loaded in four-point bending to produce flexural cracks of maximum width of either 0.1 mm or 0.3 mm.
Seventeen reinforced concrete beam specimens were used for testing.
A total of five beam specimens were tested.
Double cantilever beam specimens were prepared for the tests.
Four beam specimens were constructed for the pure torsion test.
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