He influence in the use of thespecimens Neoabietic acid web described in this section the use of a CFRP L-shaped laminate and were selected partial outcomes from the two original research by the authors [3,11]. The first group verified anchorage technique. Note that the experimental specimens CFRP fabricin this section contained 4 series of specimens that were shear-strengthened with described sheets, were selected partial results in the two original research by the authors [3,11]. The initial as well as the second group included two series of specimens that were shear-strengthened with group contained 4 series ofaspecimensspecimens (Table 2). Three sizes ofwith CFRP fabric CFRP L-shaped laminate, for total of 16 that had been shear-strengthened specimens have been considered: (1) group integrated two series of specimens that were shear-strengthsheets, plus the secondsmall, labelled S, 220 mm in height and with 3000 mm total length; (2) medium, labelled M, 406 mm in height total of 16 specimens (Table two). 3 ened with CFRP L-shaped laminate, for aand with 4520 mm total length; and (3) significant,sizes of labelled L, 605 mm in height and with specimens were considered: (1) small,6400 mm total220 mm in height and with 3000 mm labelled S, length (Figure three). 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 ensure a slender beam form andSpecimens without having transverse steelin height and with these with steel stirrups S1, corre- three). All (three) substantial, labelled L, 605 mm were labelled S0 and 6400 mm total length (Figure beams had been to a spacing of s = d/2, exactly where d would be the productive depth.applied at of shear span distance sponding tested in three-point bending. The load was Specimens a the first group were in the nearest help to ensure a using a single layer, labelled 1L, and as of a/d = 3strengthened with CFRP fabric; two series slender beam form of behaviour,the shown other two Specimens without CFRP, labelled 2L. Inside the second group, the those with in Figure 3b.series with two layers of transverse steel had been labelled S0 and specimens steel had been shear-strengthened having 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 efficient depth. Specimens within the initially series, labelled Str, whereas in the second series, labelled Str-Anc, the long legs on the the laminate had been anchored in to the with CFRP fabric; two series with flange). For very first group have been strengthened compression zone from the specimen (the a single layer, laof belled 1L, and the other two series with two layersbeam devoid of steel stirrups, shear-second instance, specimen M.S0.2L designates a medium-sized of CFRP, labelled 2L. Within the group, the specimens had been shear-strengthened using 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 within the second series, lainate was notbeam with steel the firstspaced atlabelled Str, mm and strengthened in shear having a CFRP L-shaped laminatethe laminate have been anchored in to the compression zone of belled Str-Anc, the lengthy legs of embedded in to the flange. To examine the specimen (thethe size effect, the present study considered precisely the same ratio of all components flange). For instance, specimen M.S0.2L style.