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Non-linear viscoelastic and micromorphological properties of SBS-modified asphalt binder
被引:0
|作者:
Zhu, Xiaoxu
[1
]
Miljkovic, Miomir
[2
]
Li, Ruiming
[1
]
Hao, Gengren
[3
,4
]
Chen, Xingyu
[1
]
Wang, Yuhong
[1
]
机构:
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Hong Kong, Peoples R China
[2] Univ Nis, Fac Civil Engn & Architecture, Nish, Serbia
[3] Shenzhen Univ, Natl Key Lab Green & Long Life Rd Engn Extreme Env, Shenzhen 518060, Peoples R China
[4] Shenzhen Univ, Inst Urban Smart Transportat & Safety Maintenance, Coll Civil & Transportat Engn, Shenzhen 518060, Peoples R China
关键词:
Non-linear viscoelasticity (NLVE);
Styrene-butadiene-styrene (SBS);
Confocal fluorescence microscopy;
Microstructure and morphology;
Phase separation;
Image analysis;
MULTIPLE STRESS CREEP;
PERFORMANCE;
MICROSCOPY;
BEHAVIOR;
D O I:
10.1016/j.matdes.2025.113958
中图分类号:
T [工业技术];
学科分类号:
08 ;
摘要:
Contrary to the conventional linear viscoelastic analysis, asphalt binder's response in the non-linear viscoelastic (NLVE) domain can potentially reveal more complex aspects of its micromorphology. This research aimed at investigating the evolution of the NLVE and micromorphological properties of styrene-butadiene-styrene (SBS)modified asphalt binder depending on their polymer content. For this purpose, the high-temperature NLVE response of asphalt binders was evaluated by shear strain amplitude and time sweeps. Moreover, their microstructure was obtained by confocal fluorescence microscopy and segmented into three phases for the quantitative analysis which included global morphological features, as well as those of discrete and continuous phases. The NLVE rheological response and the morphology of modified binders experienced a significant transition as the polymer content increased. A notable threshold in this transition was observed at 3.0 % of SBS, between which two mechanically and morphologically stable configurations were formed. Below this threshold (at 1.5 % of SBS), the binder with small and highly dispersed SBS particles behaved like a continuum and its NLVE response was dominated by the asphalt phase. Above the threshold (from 4.5 to 6.0 % of SBS), large and irregularly shaped porous SBS particles boosted the resistance to large deformation and led to high non-linearity.
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