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Stimulated autogenous-healing capacity of fiber-reinforced mortar incorporating healing agents for recovery against fracture and mechanical properties

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This study aimed to investigate the effect of autogenous healing capacity with the addition of expansive and crystalline agents on mechanical and fracture behaviors of fiber-reinforced (FR) mortar specimens with crack mouth opening displacement (CMOD) controlled test set-up. The experimental results of a self-healing approach of FR mortar were analyzed in terms of first cracking peak load (FCPL) increase, index of fracture toughness recovery (IFTR), and index of fracture energy recovery (IFER). Initially, the specimens were pre-cracked at different crack widths ranging from 30 μm to 200 μm after 28-days of curing. After pre-cracking, the specimens were kept in water for 56- and 120-day healing. A controlled three-point bending test (PBT) was applied on prism specimen having a central notch of 40 mm depth for pre-cracking as well as the post-conditioning stage for determining the FCPL. However, the crack surfaces were monitored by a high-range digital microscope and scanning electron microscope (SEM) to examine the nature of healed products near the damaged area. Test results revealed that a significant recovery of small cracks (≤50 μm) could be achieved for self-healing specimens by using healing agents (HA), while for large cracks (≥100 μm) partial recovery could be achieved after the 120-day healing period.
Wydawca
Rocznik
Strony
33--48
Opis fizyczny
Bibliogr. 22 poz., rys., tab.
Twórcy
  • Civil Engineering Department, Quaid-e-Awam University of Engineering, Science & Technology, Larkana Campus, Sindh 77150, Pakistan
  • Civil Engineering Department, Mehran University of Engineering & Technology, Jamshoro, Sindh 76020, Pakistan
autor
  • Civil Engineering Department, The Islamia University of Bahawalpur, Bahawalpur 63100, Pakistan
  • Civil Engineering Department, COMSATS University Islamabad (CUI), Sahiwal Campus, 57000, Pakistan
  • Civil Engineering Department, Quaid-e-Awam University of Engineering, Science & Technology, Nawabshah 67480, Sindh, Pakistan
  • Department of Civil Engineering, Ghent University, Ghent 609052, Belgium
Bibliografia
  • [1] Van Tittelboom K, De Belie N. Self-healing in cementitious materials-a review. Materials (Basel). 2013;6(6):2182–217.
  • [2] Abd Rahman N, Jaini ZM, Zahir NN. Fracture energy of foamed concrete by means of the three-point bending tests on notched Prism specimens. ARPN J Eng Appl Sci. 2015;10(15):6562–70.
  • [3] De Nardi C, Bullo S, Ferrara L, Ronchin L, Vavasori A. Effectiveness of crystalline admixtures and lime/cement coated granules in engineered self-healing capacity of lime mortars. Mater Struct. 2017;50(4):1–12.
  • [4] Choi YW, Oh SR, Choi BK. A study on the manufacturing properties of crack self-healing capsules using cement powder for addition to cement composites. Adv Mater Sci Eng. 2017; https://doi.org/.
  • [5] Golewski GL. Generalized fracture toughness and compressive strength of sustainable concrete including low calcium fly ash. Materials (Basel). 2017;10(12):1393.
  • [6] Ahn TH, Kishi T. The effect of geomaterials on the autogenous healing behavior of cracked concrete. In: 2nd ICCRRR. Cape town, South Africa; 2008: pp. 235–240.
  • [7] Kang C, Huh J, Tran QH, Kwak K. Evaluation of self-healing performance of PE and PVA concrete using flexural test. Adv Mater Sci Eng. 2018; https://doi.org/10.1155/2018/6386280.
  • [8] Ferrara L, Van Mullem T, Alonso MC, Antonaci P, Borg RP, Cuenca E, et al. Experimental characterization of the self-healing capacity of cement based materials and its effects on the material performance: A state of the art report by COST Action SARCOS WG2. Constr Build Mater. 2018;167:115–42.
  • [9] Ferrara L, Krelani V, Carsana M. A "fracture testing" based approach to assess crack healing of concrete with and without crystalline admixtures. Constr Build Mater. 2014;68:535–51.
  • [10] Buller AS, Abro FUR, Lee KM, Jang SY. Mechanical recovery of cracked fiber-reinforced mortar incorporating crystalline admixture, expansive agent, and geomaterial. Adv Mater Sci Eng. 2019; .
  • [11] Nishiwaki T, Kwon S, Homma D, Yamada M, Mihashi H. Self-healing capability of fiber-reinforced cementitious composites for recovery of watertightness and mechanical properties. Materials (Basel). 2014;7(3):2141–54.
  • [12] Van Tittelboom K, De Belie N, De Muynck W, Verstraete W. Use of bacteria to repair cracks in concrete. Cem Concr Res. 2010;40(1):157–66.
  • [13] Jonkers HM, Thijssen A, Muyzer G, Copuroglu O, Schlangen E. Application of bacteria as self-healing agent for the development of sustainable concrete. Ecol Eng. 2010;36(2): 230–5.
  • [14] Xu P, Ma J, Zhang M, Ding Y, Meng L. Fracture energy analysis of concrete considering the boundary effect of single-edge notched prisms. Adv Civ Eng. 2018;2018:3067236.
  • [15] Yu K, Yu J, Lu Z. Average fracture energy for crack propagation in postfire concrete. Adv Mater Sci Eng. 2013;2013:143208.
  • [16] Rozumek D, Brighenti R, Marciniak Z, Smaga M. Mechanics, fatigue, and fracture of structural joints. Adv Mater Sci Eng. 2019;2019:8707038.
  • [17] Golewski GL. Generalized fracture toughness and compressive strength of sustainable concrete including low calcium fly ash. Materials (Basel). 2017;10(12):1393.
  • [18] Zhang P, Zhao YN, Li QF, Wang P, Zhang TH. Flexural toughness of steel fiber reinforced high performance concrete containing nano-SiO2 and fly ash. Sci World J. 2014; .
  • [19] Khosravani MR, Silani M, Weinberg K. Fracture studies of ultra-high performance concrete using dynamic Brazilian tests. Theor Appl Fract Mech. 2018;93:302–10.
  • [20] Khosravani MR, Wagner P, Fröhlich D, Weinberg K. Dynamic fracture investigations of ultra-high performance concrete by spalling tests. Eng Struct. 2019;201:109844.
  • [21] Kozłowski M, Kadela M, Kukiełka A. Fracture Energy of foamed concrete based on three-point bending test on notched Prisms. Procedia Eng. 2015;108:349–54.
  • [22] RILEM. TC 89-FMT: Fracture mechanics of concrete - Determination of fracture parameters of plain concrete using three-point bend tests. Mater Struct. 1991;23:457–60.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-fc1ec461-bcd8-401d-b983-68fdcd76f1bf
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