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Abstrakty
Magnesium phosphate cement (MPC) is a potential substitute of epoxy as an adhesive material due to its advantages in setting time, early strength, and good fire and corrosion resistance. In this study, silica fume (SF) and calcium carbonate whisker (CCW) were employed to improve bond capacity of MPC which were used instead of epoxy in near-surface-mounted (NSM) fiber-reinforced polymer (FRP) systems. A direct pull-out test (DPT) was carried out to investigate bond performances of FRP–concrete interface after incorporating SF and CCW. According to the mix proportion of the MPC, a total of twenty-seven specimens in nine sets were divided into four groups: one group without additive, one group with SF alone, one group with CCW alone, and the last group with SF and CCW combination. Results showed that SF or CCW alone could improve MPC bond capacity, but their excess application would reduce it. SF and CCW combination, however, did not improve bond capacity as effectively as SF or CCW alone. Moreover, the addition of CCW would improve MPC’s bond ductility, with or without the adding of SF, but with the increase in CCW concentration, this improvement effect would decrease. Meanwhile, SF alone lowered its bond ductility.
Czasopismo
Rocznik
Tom
Strony
14--29
Opis fizyczny
Bibliogr. 20 poz., fot., rys., tab., wykr.
Twórcy
autor
- Department of Civil Engineering, Guangzhou University, Guangzhou, China
autor
- Department of Civil Engineering, Guangzhou University, Guangzhou, China
autor
- Department of Civil Engineering, Guangzhou University, Guangzhou, China
autor
- Department of Civil Engineering, Nanjing Forestry University, Nanjing 210000, China
autor
- Department of Civil Engineering, Guangzhou University, Guangzhou, China
Bibliografia
- [1] De Lorenzis L, Rizzo A, La Tegola A. A modified pull-out test for bond of near-surface mounted FRP rods in concrete. Campos B Eng. 2002;33(8):589–603.
- [2] Lee D, Cheng L. Bond of NSM systems in concrete strengthening - examining design issues of strength, groove detailing and bond-dependent coefficient. Constr Build Mater. [2013;47:1512–22.
- [3] Cao ML, Zhang C, Lv H, Xu L. Characterization of mechanical behavior and mechanism of calcium carbonate whisker-reinforced cement mortar. Constr Build Mater. 2014;66(15):89-97.
- [4] Cao ML, Zhang C, Lv H. Mechanical response and shrinkage performance of cementitious composites with a new fiber hybridization. Constr Build Mater. 2014;57(30):45–52.
- [5] Cao ML, Zhang C, Li Y, Wei J. Using calcium carbonate whisker in hybrid fiber-reinforced cementitious composites. J Mater Civ Eng. 2015;27(4):1–12.
- [6] Lee D, Cheng L, Hui JY. Bond characteristics of various NSM FRP reinforcements in concrete. J Compos Constr. 2013;17(1):117–29.
- [7] De Lorenzis L, Lundgren K, Rizzo A. Anchorage length of near-surface mounted fiber-reinforced polymer bars for concrete strengthening-experimental investigation and numerical modeling. ACI Struct J. 2004;101(2):269–78.
- [8] Heng H, Hao H, Zhang J, Liu Y, Cai CS. Experimental investigation of the bond behavior of the interface between near-surface-mounted CFRP strips and concrete. Constr Build Mater. 2015;96:11–9.
- [9] Novidis D, Pantazopoulou SJ, Tentolouris E. Experimental study of bond of NSM-FRP reinforcement. Constr Build Mater. 2007;21(8):1760–70.
- [10] Al-Mahmoud F, Castel A, François R, Tourneur C. Anchorage and tension-stiffening effect between near-surface-mounted CFRP rods and concrete. Cement Concr Compos. 2011;33(2):346–52.
- [11] Sharaky IA, Torres L, Baena M, Mias C. An experimental study of different factors affecting the bond of NSM FRP bars in concrete. Compos Struct. 2013;99:350–65. 12. De Lorenzis L, Nanni A. Bond between near-surface mounted fiber-reinforced polymer rods and concrete in structural strengthening. ACI Struct J. 2002;99(2):123–32.
- [13] Novidis DG, Pantazopoulou SJ. Bond tests of short NSM-FRP and steel bar anchorages. J Compos Constr. 2008;12(3):323–33.
- [14] ACI 440.2R-08 (2008) Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. American Concrete Institute.
- [15] ACI 440.3R-04 (2004) Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures. American Concrete Institute.
- [16] GB/T 17671-1999 (1999) Method of testing cements-determination of strength. China National Standards.
- [17] Soliman SM, El-Salakawy E, Benmokrane B. Bond performance of near-surface-mounted FRP bars. J Compos Constr. 2011;15(1):103–11.
- [18] Ahmad MR, Chen B. Effect of silica fume and basalt fiber on the mechanical properties and microstructure of magnesium phosphate cement (MPC) mortar. Constr Build Mater. 2018;190(30):466–78.
- [19] Ding Z, Li Z. High-early-strength magnesium phosphate cement with fly ash. ACI Mater J. 2005;102(6):375.
- [20] Xu B, Lothenbach B, Leemann A, Winnefeld F. Reaction mechanism of magnesium potassium phosphate cement with high magnesium-to-phosphate ratio. Cem Concr Res. 2018;108:140–51.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-9e742be7-7fde-4844-8355-ec848a977cea