Mechanical properties of preplaced lightweight aggregates concrete

被引:47
作者
Yoon, Jin Young [1 ]
Kim, Jae Hong [2 ]
机构
[1] Ulsan Natl Inst Sci & Technol, Sch Urban & Environm Engn, Ulsan, South Korea
[2] Korea Adv Inst Sci & Technol, Dept Civil & Environm Engn, Daejeon, South Korea
基金
新加坡国家研究基金会;
关键词
Preplaced lightweight aggregate concrete; Lightweight concrete; Preplaced concrete; Micromechanics; Cement grout; INTERFACIAL TRANSITION ZONES; STRENGTH; BEHAVIOR; MODULUS; PREDICTION; SPHERE; RATIO;
D O I
10.1016/j.conbuildmat.2019.05.010
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Preplaced casting scheme is applicable for manufacturing the minimum unit weight lightweight aggregate concrete with a higher content of lightweight aggregates. High-volume of aggregate can be achieved by fully packing aggregates in the empty formwork and filling the interstitial voids with grout mixtures. This unique manufacturing process of preplaced lightweight aggregate concrete forms extensively inter-connected aggregate network with the grout-coated aggregate grains, influencing the mechanical characteristics of concrete. Thus, these complex homogeneities are considered in a micromechanical four-phase model, from which we predict the elastic properties of preplaced lightweight aggregate concrete. The inverse homogenization is used for the identification of equivalent homogeneous parameters of concrete composites referring the microstructural images of intermediate zone. The compressive strength and drying shrinkage of preplaced lightweight aggregate concrete are also investigated by proposing the corresponding micromechanics-based models using the elastic moduli of grout and equivalent aggregate network. Finally, the predicted strength and drying shrinkage well agree with the measurements on preplaced lightweight aggregates concrete. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:440 / 449
页数:10
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