A mesoscale approach for modeling capillary water absorption and transport phenomena in cementitious materials

被引:31
作者
Caggiano, Antonio [1 ,2 ]
Schicchi, Diego Said [3 ,4 ]
Mankel, Christoph [1 ]
Ukrainczyk, Neven [1 ]
Koenders, Eduardus A. B. [1 ]
机构
[1] Tech Univ Darmstadt, Inst Werkstoffe Bauwesen, Darmstadt, Germany
[2] Univ Buenos Aires, CONICET, INTECIN, Fac Ingn, Buenos Aires, DF, Argentina
[3] Leibniz Inst Werkstofforientierte Technol IWT, Badgasteiner Str 3, D-28359 Bremen, Germany
[4] Inst Nacl Tecnol Ind, Parque Tecnol Migueletes, Buenos Aires, DF, Argentina
关键词
Capillary water absorption; Moisture transport; Partly-saturated porous concrete; Mesoscale; Diffusion problems; THICKNESS INTERFACE ELEMENTS; CONCRETE STRUCTURES; MOISTURE TRANSPORT; NUMERICAL-MODEL; CARBONATION; SOLIDIFICATION/STABILIZATION; PERMEABILITY; DIFFUSIVITY; BEHAVIOR; WASTES;
D O I
10.1016/j.compstruc.2018.01.013
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper proposes a mesoscale approach for simulating moisture transport by capillary action in partly saturated porous cementitious composites. The modeling approach explicitly accounts for moisture transport through a mesostructure composed of coarse aggregates, surrounding cementitious mortar and interfaces. These latter, namely interface transition zones (ITZs), allow to describe the interaction between aggregates and mortar, and may cause an alternative path for the internal moisture movements. Basic morphology effects of the ITZs are simulated using a ribbon approach. Random spatial distribution of cement particles are stacked in the meso-geometry. Aggregate particles are introduced as randomly perturbed polygons and the moisture transport is modeled as a diffusion problem and solved by means of the finite element method. The proposed constitutive models are based on a proper description of the permeability and pore size distribution which strongly affect the local moisture content. Numerical results at both macro- and mesoscale levels demonstrate the soundness and capability of the proposed approach. The integrated modeling results actually demonstrate the potential of the mesoscale approach and shows the role of the ITZs as an internal interconnected network. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 10
页数:10
相关论文
共 35 条
  • [1] Computational investigation of capillary absorption in concrete using a three-dimensional mesoscale approach
    Abyaneh, S. Dehghanpoor
    Wong, H. S.
    Buenfeld, N. R.
    [J]. COMPUTATIONAL MATERIALS SCIENCE, 2014, 87 : 54 - 64
  • [2] Aligizaki K.K., 2005, PORE STRUCTURE CEMEN
  • [3] Coupled moisture-carbon dioxide-calcium transfer model for carbonation of concrete
    Bary, B
    Sellier, A
    [J]. CEMENT AND CONCRETE RESEARCH, 2004, 34 (10) : 1859 - 1872
  • [4] Assessment of the durability of concrete from its permeation properties: a review
    Basheer, L
    Kropp, J
    Cleland, DJ
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2001, 15 (2-3) : 93 - 103
  • [5] Bazant Z., 1972, Material and Structures, V5, P3, DOI [DOI 10.1007/BF02479073, 10.1007/BF02479073]
  • [6] Physico-mechanical properties and water absorption of cement composite containing shredded rubber wastes
    Benazzouk, A.
    Douzane, O.
    Langlet, T.
    Mezreb, K.
    Roucoult, J. M.
    Queneudec, M.
    [J]. CEMENT & CONCRETE COMPOSITES, 2007, 29 (10) : 732 - 740
  • [7] Chaube R, 2005, MODELLING CONCRETE P
  • [8] Estimation of the capillary transport coefficient of Clayey Aerated Concrete using a gravimetric technique
    Goual, MS
    de Barquin, F
    Benmalek, ML
    Bali, A
    Quéneudec, M
    [J]. CEMENT AND CONCRETE RESEARCH, 2000, 30 (10) : 1559 - 1563
  • [9] Anomalous diffusion in unsaturated flow: Fact or fiction?
    Hall, Christopher
    [J]. CEMENT AND CONCRETE RESEARCH, 2007, 37 (03) : 378 - 385
  • [10] Numerical simulation of moisture transport in concrete based on a pore size distribution model
    Huang, Qinghua
    Jiang, Zhilu
    Gu, Xianglin
    Zhang, Weiping
    Guo, Baohua
    [J]. CEMENT AND CONCRETE RESEARCH, 2015, 67 : 31 - 43