2017
DOI: 10.1016/j.compstruct.2017.02.080
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Experimental investigations of reinforced concrete beams repaired/reinforced by TRC composites

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Cited by 35 publications
(10 citation statements)
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“…The results from Verbruggen et al 9 showed that the TRC reinforcement layer had good crack bridging ability and its application on the full width of a beam was beneficial to bearing capacity improvement and crack width limitation. The experimental results of Truong et al 10 showed that the reinforcement effect of TRC was good and that it would not be affected by the precracking of the beam. Xu et al 11 studied the mechanical properties of TRC-strengthened beams with a secondary load under conventional conditions.…”
Section: Introductionmentioning
confidence: 96%
“…The results from Verbruggen et al 9 showed that the TRC reinforcement layer had good crack bridging ability and its application on the full width of a beam was beneficial to bearing capacity improvement and crack width limitation. The experimental results of Truong et al 10 showed that the reinforcement effect of TRC was good and that it would not be affected by the precracking of the beam. Xu et al 11 studied the mechanical properties of TRC-strengthened beams with a secondary load under conventional conditions.…”
Section: Introductionmentioning
confidence: 96%
“…The effectiveness of FRCM strengthening method is significantly affected by characteristics of fabric [16,17], impregnation quality of matrix into fabric [18], and coating condition of fabric [19]. Truong et al [20] tested twelve RC beams strengthened with FRCM, and reported that externally applied FRCM layer can increase the ultimate load of RC beams by 27%. Aljazaeri et al [21] evaluated the structural performance of FRCM-strengthened beams with glass spike or U-wrapped anchorage system.…”
Section: Introductionmentioning
confidence: 99%
“…For these reasons, the bonding behavior at the interface may deteriorate rapidly if existing concrete structures lie in harsh environments, such as over-high/low temperature, in the presence of moisture, or even near fire and underwater. Therefore, some scholars have suggested replacing the epoxy systems with some inorganic cementitious materials to develop two major strengthening systems which combine FRP composites and cement-based materials [31], namely FRP sheets/plates bonded with a cementitious material [32] Some strengthening and retrofitting materials have been developed for existing concrete structures in the last decade, including textile reinforced mortar (TRM) [1][2][3][4][5][6], fiber reinforced cementitious matrix (FRCM) [7][8][9][10][11][12], textile reinforced concrete (TRC) [13][14][15][16], steel-reinforced grout (SRG) [17,18], and fiber reinforced polymer (FRP) composites [19][20][21][22][23][24][25]. Among them, fiber reinforced polymer (FRP) composites, including FRP sheets, FRP plates, FPR grids, and so forth, have been demonstrated to be an effective solution due to their favorable and prominent properties (e.g., light weight, high tensile strength, excellent corrosion resistance, and durability in harsh environments) [26,27].…”
Section: Introductionmentioning
confidence: 99%
“…To replace the effective strain corresponding to the FRP rod, the ultimate strain value of the FRP grid (ε u,grid ) has been defined as the measured ultimate or debonding strain of the CFRP grid (also called effective strain of CFRP grid [38,40]) and has been explored through regression analysis, in two series of tests. The analysis is shown in Figure 12 and the result is given as: ε u,grid = 1 0.0352ρ g + 0.0079 2 × 10 −6 (13) where ρ g is defined as the cross-sectional area of the CFRP grid per unit length in the horizontal direction. where ρg is defined as the cross-sectional area of the CFRP grid per unit length in the horizontal direction.…”
mentioning
confidence: 99%