Hygrothermal aging of particle-filled epoxy-based composites

被引:9
|
作者
Siedlaczek, Philipp [1 ]
Sinn, Gerhard [1 ]
Peter, Philipp [1 ]
Jandl, Julius [1 ]
Hantal, Gyoergy [1 ]
Wriessnig, Karin [2 ]
Wan-Wendner, Roman [3 ]
Lichtenegger, Helga C. [1 ]
机构
[1] Univ Nat Resources & Life Sci BOKU, Inst Phys & Mat Sci, Peter Jordan Str 82, A-1190 Vienna, Austria
[2] Univ Nat Resources & Life Sci BOKU, Inst Appl Geol, Peter Jordan Str 82, A-1190 Vienna, Austria
[3] Univ Ghent, Fac Engn & Architecture, Dept Struct Engn, Jozef Plateaustr 22, B-9000 Ghent, Belgium
基金
奥地利科学基金会;
关键词
Particle-reinforcement; Degradation; Mechanical properties; Environmental effects; MECHANICAL-PROPERTIES; PORTLAND-CEMENT; RESIN; BEHAVIOR; TENSILE; PREDICTION; DEPENDENCE; POLYMERS; ADHESIVE; SORPTION;
D O I
10.1016/j.polymdegradstab.2022.110248
中图分类号
O63 [高分子化学(高聚物)];
学科分类号
070305 ; 080501 ; 081704 ;
摘要
In this study hygrothermal aging in two particle-filled epoxy-based composites was investigated. The filler loading of both composites was comparable but differed in the filler type (portland cement; quartz). The influence of 10 different climates with varying humidities and temperatures on mechanical properties was examined periodically with tensile tests. The changes in structure and composition were investigated with microscopy, EDX, TGA, and XRD. Elastic properties were calculated with a Halpin-Tsai model and the tensile strength with an interface-dependent model proposed by Pukanszky. Here we suggest that physical aging and the growth of crystals within cement fillers contribute to stiffening effects. Water uptake by cement fillers also led to an increase in modulus and was ascribed to the formation of hydration products. The results indicate that the degradation of Young's modulus is not affected by the filler type, whereas the degradation of the tensile strength is substantially influenced.
引用
收藏
页数:14
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