He influence on the use of theFenbutatin oxide Biological Activity Specimens described within this section the usage of a CFRP L-shaped laminate and were chosen partial final results in the two original research by the authors [3,11]. The initial group verified anchorage system. Note that the experimental specimens CFRP fabricin this section contained 4 Butenafine supplier series of specimens that were shear-strengthened with described sheets, were chosen partial final results from the two original research by the authors [3,11]. The initial plus the second group included two series of specimens that have been shear-strengthened with group contained 4 series ofaspecimensspecimens (Table two). 3 sizes ofwith CFRP fabric CFRP L-shaped laminate, for total of 16 that were shear-strengthened specimens were regarded: (1) group included two series of specimens that had been shear-strengthsheets, and the secondsmall, labelled S, 220 mm in height and with 3000 mm total length; (two) medium, labelled M, 406 mm in height total of 16 specimens (Table two). Three ened with CFRP L-shaped laminate, for aand with 4520 mm total length; and (three) substantial,sizes of labelled L, 605 mm in height and with specimens have been considered: (1) compact,6400 mm total220 mm in height and with 3000 mm labelled S, length (Figure 3). All beams were tested in three-point bending. The load was applied at a shear span distance of a/d = 3 from total length; (2) medium, labelled M, 406 mm in of behaviour, with 4520 mm total length; height and as shown in Figure 3b. the nearest assistance to make sure a slender beam form andSpecimens without the need of transverse steelin height and with those with steel stirrups S1, corre- 3). All (three) large, labelled L, 605 mm had been labelled S0 and 6400 mm total length (Figure beams were to a spacing of s = d/2, exactly where d is the efficient depth.applied at of shear span distance sponding tested in three-point bending. The load was Specimens a the very first group have been in the nearest support to ensure a with a single layer, labelled 1L, and as of a/d = 3strengthened with CFRP fabric; two series slender beam type of behaviour,the shown other two Specimens with out CFRP, labelled 2L. Inside the second group, the these with in Figure 3b.series with two layers of transverse steel have been labelled S0 and specimens steel had been shear-strengthened using a CFRP L-shaped laminate. The laminate was not anchored stirrups S1, corresponding to a spacing of s = d/2, exactly where d is the effective depth. Specimens in the initially series, labelled Str, whereas within the second series, labelled Str-Anc, the long legs on the the laminate were anchored into the with CFRP fabric; two series with flange). For first group had been strengthened compression zone from the specimen (the a single layer, laof belled 1L, and the other two series with two layersbeam with out steel stirrups, shear-second instance, specimen M.S0.2L designates a medium-sized of CFRP, labelled 2L. Within the group, the specimens were shear-strengthened with a CFRP L-shaped laminate. The lamstrengthened with two plies of CFRP sheet, whereas specimen L.S1.Str-Anc designates a large-sized anchored in stirrups series, s = d/2 = 265 whereas inside the second series, lainate was notbeam with steel the firstspaced atlabelled Str, mm and strengthened in shear having a CFRP L-shaped laminatethe laminate were anchored in to the compression zone of belled Str-Anc, the extended legs of embedded into the flange. To examine the specimen (thethe size impact, the present study considered the exact same ratio of all components flange). For example, specimen M.S0.2L design.