Influence of microencapsulated phase change materials (PCMs) on the chloride ion diffusivity of concretes exposed to Freeze-thaw cycles: Insights from multiscale numerical simulations

被引:32
作者
Nayak, Sumeru [1 ]
Lyngdoh, Gideon A. [1 ]
Das, Sumanta [1 ]
机构
[1] Univ Rhode Isl, Civil & Environm Engn, Kingston, RI 02881 USA
关键词
Phase change materials (PCMs); Microstructure; Finite element; Damage; Freeze-thaw; Chloride ingress; Durability; INTERFACIAL TRANSITION ZONE; CEMENTITIOUS COMPOSITES; THERMAL PERFORMANCE; BOUNDARY-CONDITION; INDUCED CORROSION; ENERGY-STORAGE; DAMAGE; MICROSTRUCTURE; HOMOGENIZATION; NANOINDENTATION;
D O I
10.1016/j.conbuildmat.2019.04.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Use of phase change materials (PCMs) to tailor the thermal performance of concretes by efficient energy storage and transmission has gained traction in recent years. This study incorporates microencapsulated PCMs as sand-replacement in concrete bridge decks and performs numerical simulation involving multiple interactive length scales to elucidate the influence of PCM-incorporation in concretes subjected to combined freeze-thaw and chloride ingress-induced deterioration. The simulations show significant increase in durability against combined freeze-thaw and chloride ingress-induced deterioration in concretes when microencapsulated PCMs are incorporated. In addition, a reliability-based probabilistic analysis shows significant increase in life expectancy of bridge decks with PCM-incorporation. The numerical approach presented here provides efficient means to develop design strategies to tune dosage and transition temperature of PCMs to maximize durability of concrete structures in regions that experience significant winter weather conditions. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:317 / 328
页数:12
相关论文
共 70 条
[1]   The influence of microencapsulated phase change material (PCM) characteristics on the microstructure and strength of cementitious composites: Experiments and finite element simulations [J].
Aguayo, Matthew ;
Das, Sumanta ;
Maroli, Amit ;
Kabay, Nihat ;
Mertens, James C. E. ;
Rajan, Subramaniam D. ;
Sant, Gaurav ;
Chawla, Nikhilesh ;
Neithalath, Narayanan .
CEMENT & CONCRETE COMPOSITES, 2016, 73 :29-41
[2]   Numerical simulations to quantify the influence of phase change materials (PCMs) on the early- and later-age thermal response of concrete pavements [J].
Arora, Aashay ;
Sant, Gaurav ;
Neithalath, Narayanan .
CEMENT & CONCRETE COMPOSITES, 2017, 81 :11-24
[3]  
ASTM Standard, C68010 ASTM
[4]  
Bamonte P, 2017, BUILDINGS, V7, DOI 10.3390/buildings7020035
[5]   Potential applications of phase change materials in concrete technology [J].
Bentz, Dale P. ;
Turpin, Randy .
CEMENT & CONCRETE COMPOSITES, 2007, 29 (07) :527-532
[6]   Influence of internal curing using lightweight aggregates on interfacial transition zone percolation and chloride ingress in mortars [J].
Bentz, Dale P. .
CEMENT & CONCRETE COMPOSITES, 2009, 31 (05) :285-289
[7]   THERMAL ACTIONS FOR CONCRETE BRIDGE DESIGN [J].
BRANCO, FA ;
MENDES, PA .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1993, 119 (08) :2313-2331
[8]  
Broomfield J., 2003, CORROSION STEEL CONC, DOI DOI 10.1201/9781482265491
[9]   PENETRATION OF CHLORIDE-IONS INTO CEMENT PASTES AND CONCRETES [J].
COLLEPARDI, M ;
TURRIZIANI, R ;
MARCIALIS, A .
JOURNAL OF THE AMERICAN CERAMIC SOCIETY, 1972, 55 (10) :534-+
[10]   The effect of two types of C-S-H on the elasticity of cement-based materials: Results from nanoindentation and micromechanical modeling [J].
Constantinides, G ;
Ulm, FJ .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (01) :67-80