Autogenous deformation-induced stress evolution in cementitious materials considering viscoelastic properties: A review of experiments and models

被引:1
|
作者
Liang, Minfei [1 ]
Xie, Jinbao [1 ]
He, Shan [1 ]
Chen, Yu [1 ]
Schlangen, Erik [1 ]
Savija, Branko [1 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, Microlab, NL-2628 CN Delft, Netherlands
来源
基金
欧洲研究理事会;
关键词
Cementitious materials; Early-age cracking; Autogenous deformation; Elastic modulus; Creep; Relaxation; Stress evolution; HIGH-PERFORMANCE CONCRETE; EARLY-AGE CRACKING; PARTICLE-SIZE DISTRIBUTION; ARTIFICIAL NEURAL-NETWORK; HIGH-STRENGTH CONCRETE; C-S-H; BASIC CREEP; ELASTIC PROPERTIES; FLY-ASH; SUPERABSORBENT POLYMERS;
D O I
10.1016/j.dibe.2024.100356
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Early-age cracking risk induced by autogenous deformation is high for cementitious materials of low waterbinder ratios. The autogenous deformation, viscoelastic properties, and stress evolution are three important factors for understanding and quantifying the early-age cracking risk. This paper systematically reviewed the experimental and modelling techniques of the three factors. It is found that the Temperature Stress Testing Machine is a unified experimental method for all these three factors, with a strain-controlled mode for stress evolution, hourly-repeated loading scheme for viscoelastic properties, and free condition for autogenous deformation. Such unified method provides basis for developing various models. By coupling a hydration model for volume fractions of hydrates, a homogenization model for upscaling of viscoelastic properties, and capillary pressure theory for self-desiccation shrinkage, a unified model directly mapping the mix design to the early-age stress can be constructed, which can help optimize the mix design to reduce the early-age cracking risk.
引用
收藏
页数:19
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