Effect of the Topology on Wetting and Drying of Hydrophobic Porous Materials

被引:10
|
作者
Bushuev, Yuriy G. [2 ]
Grosu, Yaroslav [1 ]
Chorazewski, Miroslaw A. [2 ]
Meloni, Simone [3 ]
机构
[1] Ctr Cooperat Res Alternat Energies CIC EnergiGUNE, Basque Res & Technol Alliance BRTA, Vitoria 01510, Spain
[2] Univ Silesia Katowice, Inst Chem, PL-40006 Katowice, Poland
[3] Univ Ferrara Unife, Dipartimento Sci Chim Farmaceut Agr DOCPAS, I-44121 Ferrara, Italy
关键词
nanoporous materials; hydrophobic nanotubes; pure silica zeolites; intrusion/extrusion; solid-liquid interface; HIGH-PRESSURE WATER; INTRUSION-EXTRUSION; ENERGETIC PERFORMANCES; EXTERNAL SURFACES; AQUEOUS-SOLUTIONS; ZEOLITE; SILICA; THERMODYNAMICS; MICROPOROSITY; SIMULATIONS;
D O I
10.1021/acsami.2c06039
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
Establishing molecular mechanisms of wetting and drying of hydrophobic porous materials is a general problem for science and technology within the subcategories of the theory of liquids, chromatography, nanofluidics, energy storage, recuperation, and dissipation. In this article, we demonstrate a new way to tackle this problem by exploring the effect of the topology of pure silica nanoparticles, nanotubes, and zeolites. Using molecular dynamics simulations, we show how secondary porosity promotes the intrusion of water into micropores and affects the hydrophobicity of materials. It is demonstrated herein that for nano-objects, the hydrophobicity can be controlled by changing the ratio of open to closed nanometer-sized lateral pores. This effect can be exploited to produce new materials for practical applications when the hydrophobicity needs to be regulated without significantly changing the chemistry or structure of the materials. Based on these simulations and theoretical considerations, for pure silica zeolites, we examined and then classified the experimental database of intrusion pressures, thus leading to the prediction of any zeolite's intrusion pressure. We show a correlation between the intrusion pressure and the ratio of the accessible pore surface area to total pore volume. The correlation is valid for some zeolites and mesoporous materials. It can facilitate choosing prospective candidates for further investigation and possible exploitation, especially for energy storage, recuperation, and dissipation.
引用
收藏
页码:30067 / 30079
页数:13
相关论文
共 50 条
  • [31] Radiative drying model of porous materials
    Fernandez, ML
    Howell, JR
    DRYING TECHNOLOGY, 1997, 15 (10) : 2377 - 2399
  • [32] Analytic modelling of drying of porous materials
    Landman, KA
    Pel, L
    Kaasschieter, EF
    MATHEMATICAL ENGINEERING IN INDUSTRY, 2001, 8 (02) : 89 - 122
  • [33] DRYING OF POROUS GRANULAR-MATERIALS
    HALLSTROM, A
    WIMMERSTEDT, R
    CHEMICAL ENGINEERING SCIENCE, 1983, 38 (09) : 1507 - 1516
  • [34] TRANSPIRATION DRYING OF POROUS HYGROSCOPIC MATERIALS
    RAJ, PPK
    EMMONS, HW
    INTERNATIONAL JOURNAL OF HEAT AND MASS TRANSFER, 1975, 18 (05) : 623 - 634
  • [35] High intensity drying in porous materials
    Chaitanya Pakala, V.K.
    Plumb, O.A.
    Journal of Thermal Science and Engineering Applications, 2012, 4 (02)
  • [36] Water Confinement in Hydrophobic Nanopores. Pressure-Induced Wetting and Drying
    Smirnov, Sergei
    Vlassiouk, Ivan
    Takmakov, Pavel
    Rios, Fabian
    ACS NANO, 2010, 4 (09) : 5069 - 5075
  • [37] PHYS 156-Wetting-drying transitions for water in hydrophobic confinement.
    Xu, Limei
    Molinero, Valeria
    ABSTRACTS OF PAPERS OF THE AMERICAN CHEMICAL SOCIETY, 2008, 236
  • [38] Deterioration of Mechanical Properties of Rockfill Materials Subjected to Cyclic Wetting-Drying and Wetting
    Cheng, Jialin
    Ma, Gang
    Zhang, Guike
    Wang, Qiao
    Zhou, Wei
    ROCK MECHANICS AND ROCK ENGINEERING, 2023, 56 (04) : 2633 - 2647
  • [39] EFFECT OF WETTING AND DRYING ON SHEAR-STRENGTH
    ALLAM, MM
    SRIDHARAN, A
    JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1981, 107 (04): : 421 - 438
  • [40] Effect of wetting and drying on soil physical properties
    Rajaram, G
    Erbach, DC
    JOURNAL OF TERRAMECHANICS, 1999, 36 (01) : 39 - 49