Mechanical properties and discrete element simulation of KH-560 modified polystyrene concrete

被引:0
|
作者
Feng, Yong [1 ,2 ]
Li, Xiaoyang [1 ]
Wang, Weijian [1 ,4 ]
Li, Lijuan [1 ]
Zhao, Chen [3 ]
机构
[1] Henan Univ Technol, Zhengzhou, Peoples R China
[2] Henan Int Joint Lab Modern Green Ecol Storage Syst, Zhengzhou, Peoples R China
[3] Henan Vocat Coll Water Conservancy & Environm, Zhengzhou, Peoples R China
[4] Henan Univ Technol, 100 Lianhua St, Zhengzhou 450001, Peoples R China
关键词
Polystyrene foam concrete; silane coupling agent; mechanical properties; interaction mechanisms; discrete element simulation; COMPRESSIVE STRENGTH; SIZE; BEHAVIOR; CEMENT;
D O I
10.1177/08927057241240724
中图分类号
TB33 [复合材料];
学科分类号
摘要
Polystyrene foam (EPS) concrete is a composite concrete material commonly used in construction, which has excellent thermal insulation and thermal insulation properties, but also has defects of weak bonding interface.KH-560 can significantly improve the characteristics of EPS particles and concrete matrix, which have different physical and chemical properties and are difficult to combine. In this study, the effects of different levels of KH-560 on the enhanced mechanical properties of EPS concrete were studied from the aspects of macroscopic mechanical properties, microstructure characteristics, chemical composition and discrete element simulation, and the mechanism of action was discussed. The results of mechanical experiments show that the compressive strength and flexural strength of EPS concrete mixed with KH-560 are higher than those of ordinary EPS concrete, and its mechanical properties gradually increase with the increase of KH-560 content. XRD, FT-IR and SEM observations showed that more C-S-H gels would be produced under the action of KH-560, which made the structure of the weak interface transition zone of EPS concrete more compact. The results of discrete element simulation show that the peak strength of EPS concrete increases with the increase of friction coefficient, but has little effect on its elastic modulus. Graphical Abstract
引用
收藏
页码:3890 / 3912
页数:23
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