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Millimetre sized specimens were tested in four point and three point bending test set-ups.
Joined specimens were tested in four point flexure from room temperature to 1300°C.
In the second part of the paper, the test in four point bending of four beams is presented.
Experimental tests carried out in four point bending were used to assess the performance of alternative designs.
An average composite efficiency of 83.4% was reached in the full size test specimens when placed in four point bending.
To compare pieces joined with the thin layer of MgO powder both samples were tested in four point bending test.
Similar(50)
Beams with and without shear reinforcement (stirrups) made with self-consolidating as well as normal vibrated concrete (both ordinary and high-performance) were tested in four-point bending considering four shear arm ratios (a – shear span/d – distance from extreme compression fiber to centroid of tension reinforcement = 1.5, 2.5, 3.5, 4.5).
Steel-FRCM composite strips were bonded to the tension face of four RC beams, which were tested in four-point bending.
Thirteen RC beams were fabricated, strengthened and tested in four-point bending.
Nine full-scale simply supported beams were loaded in four-point bending tests until failure.
In this respect, eight composite beams with channel shear connectors were tested in four-point bending to study the effects of concrete type, slab width, steel section, the spacing of shear connectors and beam span on the behaviour of the composite beams.
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