Mechanical response and predictive modelling of vascular self-healing cementitious materials using novel healing agents

被引:5
作者
De Nardi, Cristina [1 ]
Freeman, Brubeck Lee [1 ]
Gardner, Diane [1 ]
Jefferson, Tony [1 ]
机构
[1] Cardiff Univ, Sch Engn, Resilient Struct & Construct Mat RESCOM Res Grp, Queens Bldg, Cardiff CF243AA, Wales
基金
英国工程与自然科学研究理事会;
关键词
Concrete; Self-healing; Healing agents; Damage; Vascular networks; SIMULATION; CONCRETE; BEHAVIOR; CRACKS;
D O I
10.1016/j.cemconcomp.2023.105143
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Self-healing systems represent an effective means of increasing the resilience of cementitious structures, extending service life and reducing cement production. This is achieved through the mitigation of cracking related durability problems. The success of a self-healing system is critically dependent on the selection of an appropriate healing agent, which depends upon the specific application, as well as a number of criteria including crack filling ability and the degree of mechanical healing required. In the present study, we develop modified formulations of a cyanoacrylate-based adhesive, suitable for use in a vascular self-healing cementitious material. The aim is to develop an 'ideal' healing agent for the self-healing system that has an extended shelf life and maximises load recovery. To this end, modified cyanoacrylates are tailored using a combination of predictive modelling and physical testing. The physical tests investigate both the mechanical, flow and chemical properties of the different healing agent formulations, including tensile strength, viscosity and curing. The predictive modelling employs a coupled chemo-mechanical model that is used to guide the physical testing programme through the prediction of the performance of different formulations. The results of the investigation show that a tailored formulation of a cyanoacrylate based healing agent increases the load recovery by 48% relative to the best performing original formulation. In addition, it is shown that the numerical model is able to predict the load response of new formulations with good accuracy.
引用
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页数:12
相关论文
共 59 条
  • [1] Numerical modeling for crack self-healing concrete by microbial calcium carbonate
    Algaifi, Hassan Amer
    Abu Bakar, Suhaimi
    Sam, Abdul Rahman Mohd
    Abidin, Ahmad Razin Zainal
    Shahir, Shafinaz
    AL-Towayti, Wahid Ali Hamood
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2018, 189 : 816 - 824
  • [2] Chemical-diffusive modeling of the self-healing behavior in concrete
    Aliko-Benitez, A.
    Doblare, M.
    Sanz-Herrera, J. A.
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2015, 69-70 : 392 - 402
  • [3] Self-Healing Polymers and Composites
    Blaiszik, B. J.
    Kramer, S. L. B.
    Olugebefola, S. C.
    Moore, J. S.
    Sottos, N. R.
    White, S. R.
    [J]. ANNUAL REVIEW OF MATERIALS RESEARCH, VOL 40, 2010, 40 : 179 - 211
  • [4] British Standard, 2019, 1239052019 BS EN
  • [5] Castro JM., 1980, SOC PLAST ENG TECH P
  • [6] A coupled thermo-hygro-chemical model for characterising autogenous healing in ordinary cementitious materials
    Chitez, Adriana Silviana
    Jefferson, Anthony Duncan
    [J]. CEMENT AND CONCRETE RESEARCH, 2016, 88 : 184 - 197
  • [7] A discrete numerical model for the effects of crack healing on the behaviour of ordinary plain concrete: Implementation, calibration, and validation
    Cibelli, Antonio
    Pathirage, Madura
    Cusatis, Gianluca
    Ferrara, Liberato
    Di Luzio, Giovanni
    [J]. ENGINEERING FRACTURE MECHANICS, 2022, 263
  • [8] Lattice Discrete Particle Model (LDPM) for failure behavior of concrete. I: Theory
    Cusatis, Gianluca
    Pelessone, Daniele
    Mencarelli, Andrea
    [J]. CEMENT & CONCRETE COMPOSITES, 2011, 33 (09) : 881 - 890
  • [9] Davies R.E., 2015, A novel 2D vascular network in cementitious materials'
  • [10] Development and Testing of Vascular Networks for Self-Healing Cementitious Materials
    Davies, Robert
    Jefferson, Tony
    Gardner, Diane
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2021, 33 (07)