Ates a medium-sized (w, s , FRP ) when increasing the 25-Hydroxycholesterol Purity & Documentation Specimen size in every geometrically related beam series beam without the need of steel stirrups, shear-strengthened with the unidirectional carbon fibres two plies of CFRP sheet, whereas (Table three). Table 4 summarizes the mechanical properties of specimen CFRP sheet anddesignates a laminate made use of,beam with steel stirrups spaced at s = d/2 for the L.S1.Str-Anc the L-shaped large-sized as supplied by the manufacturer (Sika = 265 mm and strengthenedQC,shear using a scope ofL-shaped laminate embedded in to the Canada, Inc., Pointe-Claire, in Canada). The CFRP the present study was to assess the accuracy in the prediction models. Therefore, only the outcomes related to the shear resistance flange. reached were reported as experimental benefits. All the specifics of other material properties (concrete, longitudinal, and matrix. Table 2. Experimental program transverse steel), strengthening process, test setup, and instrumentation, at the same time as analyses and discussions in the behaviour of all specimens Specimen Size d (mm) relating to the size impact, may be identified elsewhere [3,11]. Group Series Umbellulone medchemexpress Little (S) Medium (M) Substantial (L) 175 350 525 S.S0.1L M.S0.1L L.S0.1L Without stirrups S.S0.2L M.S0.2L L.S0.2L CFRP fabric sheets S.S1.1L M.S1.1L L.S1.1LCivilEng 2021,Table 2. Experimental program matrix. Specimen Size d (mm) Group Series Small (S) 175 S.S0.1L S.S0.2L S.S1.1L S.S1.2L Medium (M) 350 M.S0.1L M.S0.2L M.S1.1L M.S1.2L M.S1.Str M.S1.Str-Anc Significant (L) 525 L.S0.1L L.S0.2L L.S1.1L L.S1.2L L.S1. Str 6 of 21 L.S1. Str-AncWithout stirrups CFRP fabric sheets With stirrupsCivilEng 2021, 2, 874CFRP L-shape laminatesWithout anchorage With anchorage745 6-M508 6-M10 270 4-d = 175 165 102 d =d =2x25M 6x30M4x25M10M @@.76 @1002-M15+2-MLarge size beams (L)Medium size beams (M)(a)Modest size beams (S)a=3dLoads=d/ls lSmall beam : l = 3000 mm; ls = 1580 mm Medium beam : l = 4520 mm; ls = 3110 mm Huge beam : l = 6400 mm; ls = 4430 mm(b)Figure three. Information of tested beams: (a) cross sections of geometrically equivalent T-beams (mm) and (b) standard elevation. Figure 3. Details of tested beams: (a) cross sections of geometrically equivalent T-beams (mm) and (b) common elevation.Specimend (mm)b (mm)fc (MPa)S.S0.1L M.S0.1L L.S0.1L175 35095 15230 30To examineExperimental system and test results. Table three. the size effect, the present study viewed as exactly the same ratio of all supplies (w, s, FRP) when rising the specimen size in each geometrically related beam series w Strengthening wFRP tFRP FRP EFRP FRPu VFRP Vr n Loss (Table 3).s TableConfiguration 4 summarizes the mechanical properties in the unidirectional carbon fiLayers (mm) (mm) (MPa) (kN) (kN) (MPa) bres for the CFRP 1–Shear-Strengthened with CFRP Fabric utilized, as supplied by the manufacturer sheet and the L-shaped laminate Group (Sika Canada, Inc., Pointe-Claire, QC, Canada). The scope of your present study was to as3.6 0 Cont U-wrap 1 0.066 0.14 231,000 1.four 23 62 0.68 3.7 0 Cont U-wrap 1 0.107 0.14 231,000 1.four 39 125 sess the accuracy from the prediction models. Consequently, only the results related to 0.43 shear the 37 three.6 0 Cont U-wrap 1 0.167 151 38 resistance reached have been reported as experimental 0.12 231,000 the specifics of334 0.42 outcomes. All 1.4 other material properties (concrete, longitudinal, and transverse steel), strengthening process, test setup, and instrumentation, also as analyses and discussions from the behaviour of all specimens relating to the size impact, can.