Experimental and numerical investigation of the alkali-silica reaction in the cement-based materials

被引:5
作者
Grymin, Witold [1 ]
Gawin, Dariusz [1 ]
Koniorczyk, Marcin [1 ]
Pesavento, Francesco [2 ]
机构
[1] Lodz Univ Technol, Dept Bldg Phys & Bldg Mat, Al Politech 6, PL-9092 Lodz, Poland
[2] Univ Padua, Dept Civil Environm & Architectural Engn, Via Marzolo 9, I-35131 Padua, Italy
关键词
Alkali-silica reaction; Alkali diffusion; Cement-based materials; Concrete degradation; Durability; GENERAL CONSERVATION EQUATIONS; REACTION ASR; CONCRETE; EXPANSION; DEGRADATION; TRANSPORT; SIZE;
D O I
10.1016/j.acme.2018.07.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The main subject of this paper is the investigation of the influence of the alkali-silica reaction on the microstructure and the transport properties of the cement-based materials. In the experimental research, mortar bars prepared with two different aggregates and stored in conditions of various alkali content were examined. Influence of the reaction on the microstructure of the material was investigated using mercury intrusion porosimetry, water capillary suction test and water vapour adsorption test. Mathematical model of the alkali diffusion and the reaction development is presented. It allows to take into consideration the influence of alkali concentration and aggregate sizes on the reaction development. The numerical code was developed using the finite element, finite difference and Newton-Raphson methods. Good accordance of the results obtained using the proposed model with the experimental data available in literature was obtained. (C) 2018 Politechnika Wroclawska. Published by Elsevier B.V. All rights reserved.
引用
收藏
页码:1698 / 1714
页数:17
相关论文
共 23 条
[1]  
[Anonymous], 2000, Material and Structures, V33, P283
[2]  
BUCHWALD A, 2000, P 3 INT PHD S VIENN, V2, P475
[3]   THERMODYNAMIC AND KINETIC APPROACH TO THE ALKALI-SILICA REACTION .1. CONCEPTS [J].
DRON, R ;
BRIVOT, F .
CEMENT AND CONCRETE RESEARCH, 1992, 22 (05) :941-948
[4]   Alkali-silica reaction (ASR) expansion: Pessimum effect versus scale effect [J].
Gao, Xiao Xiao ;
Multon, Stephane ;
Cyr, Martin ;
Sellier, Alain .
CEMENT AND CONCRETE RESEARCH, 2013, 44 :25-33
[5]   Numerical model of the alkali-silica reaction development with external source of alkalis [J].
Grymin, Witold ;
Koniorczyk, Marcin ;
Pesavento, Francesco ;
Gawin, Dariusz .
INTERNATIONAL CONFERENCE ON ANALYTICAL MODELS AND NEW CONCEPTS IN CONCRETE AND MASONRY STRUCTURES, 2017, 193 :509-516
[6]   General conservation equations for multi-phase systems: 2. Mass, momenta, energy, and entropy equations [J].
Hassanizadeh, Majid ;
Gray, William G. .
ADVANCES IN WATER RESOURCES, 1979, 2 :191-203
[7]   General conservation equations for multi-phase systems: 3. Constitutive theory for porous media flow [J].
Hassanizadeh, Majid ;
Gray, William G. .
ADVANCES IN WATER RESOURCES, 1980, 3 (01) :25-40
[8]   General conservation equations for multi-phase systems: 1. Averaging procedure [J].
Hassanizadeh, Majid ;
Gray, William G. .
ADVANCES IN WATER RESOURCES, 1979, 2 :131-144
[9]  
Lewis RW., 1998, FINITE ELEMENT METHO
[10]   Alkali-silica reaction (ASR)-performance testing: Influence of specimen pre-treatment, exposure conditions and prism size on concrete porosity, moisture state and transport properties [J].
Lindgard, Jan ;
Sellevold, Erik J. ;
Thomas, Michael D. A. ;
Pedersen, Bard ;
Justnes, Harald ;
Ronning, Terje F. .
CEMENT AND CONCRETE RESEARCH, 2013, 53 :145-167