Low-temperature rheological and morphological characterization of SBS modified bitumen

被引:82
作者
Laukkanen, Olli-Ville [1 ,2 ,3 ]
Soenen, Hilde [4 ]
Winter, H. Henning [1 ,2 ]
Seppala, Jukka [3 ]
机构
[1] Univ Massachusetts, Dept Polymer Sci & Engn, Amherst, MA 01003 USA
[2] Univ Massachusetts, Dept Chem Engn, Amherst, MA 01003 USA
[3] Aalto Univ, Sch Chem Engn, Dept Chem & Met Engn, POB 16100, Aalto 00076, Finland
[4] Nynas NV, B-2000 Antwerp, Belgium
关键词
Polymer modified bitumen; Rheology; 4-mm DSR; Bending beam rheometry; Fluorescence microscopy; Temperature-modulated differential scanning calorimetry; Glass transition; Thermorheological complexity; Phase separation; POLYMER-MODIFIED BITUMENS; GLASS-FORMING LIQUIDS; DIFFERENTIAL SCANNING CALORIMETRY; DYNAMIC SHEAR RHEOMETER; MODIFIED ROAD BITUMENS; ASPHALT BINDERS; DISCRETE RELAXATION; TRIBLOCK COPOLYMER; TIME SPECTRA; BLENDS;
D O I
10.1016/j.conbuildmat.2018.05.160
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Polymer modification is widely used to improve the engineering properties of bitumen, the most commonly used polymer modifier being styrene-butadiene-styrene (SBS) block copolymer. Although extensive studies have been performed on polymer modified bitumen (PMB), no reliable data is currently available on the effect of polymer modification on the dynamic rheological properties at low temperatures. In this study, we focus on the rheology of SBS modified bitumen near and below the glass transition temperature (T-g) using the 4-mm DSR technique. In addition, fluorescence microscopy and temperature-modulated differential scanning calorimetry are used to study the phase behavior and interactions in the SBS-bitumen blends. At high SBS concentrations, thermorheological complexity is observed in the investigated temperature range, attributable to the formation of a continuous SBS-rich network structure. In the case of compatible SBS-bitumen blends, a linear correlation is established between the flexural creep stiffness measured by bending beam rheometry (BBR) and the complex shear modulus measured by 4-mm DSR. Deviations from this linear trend are shown to result from the macro-phase separation induced by the poor compatibility of SBS and bitumen. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:348 / 359
页数:12
相关论文
共 72 条
[1]   Asphalt modified by SBS triblock copolymer: Structures and properties [J].
Adedeji, A ;
Grunfelder, T ;
Bates, FS ;
Macosko, CW ;
StroupGardiner, M ;
Newcomb, DE .
POLYMER ENGINEERING AND SCIENCE, 1996, 36 (12) :1707-1723
[2]   Styrene butadiene styrene polymer modification of road bitumens [J].
Airey, GD .
JOURNAL OF MATERIALS SCIENCE, 2004, 39 (03) :951-959
[3]   Rheological properties of styrene butadiene styrene polymer modified road bitumens [J].
Airey, GD .
FUEL, 2003, 82 (14) :1709-1719
[4]   Rheological evaluation of ethylene vinyl acetate polymer modified bitumens [J].
Airey, GD .
CONSTRUCTION AND BUILDING MATERIALS, 2002, 16 (08) :473-487
[5]  
Anderson RM, 2011, J ASSOC ASPHALT PAV, V80, P615
[6]  
[Anonymous], P 5 EUR C STOCKH S A
[7]  
[Anonymous], 1998, Rheol. Bull
[8]  
[Anonymous], 2015, THESIS
[9]   INTERRELATION BETWEEN CONTINUOUS AND DISCRETE RELAXATION-TIME SPECTRA [J].
BAUMGAERTEL, M ;
WINTER, HH .
JOURNAL OF NON-NEWTONIAN FLUID MECHANICS, 1992, 44 :15-36
[10]   DETERMINATION OF DISCRETE RELAXATION AND RETARDATION TIME SPECTRA FROM DYNAMIC MECHANICAL DATA [J].
BAUMGAERTEL, M ;
WINTER, HH .
RHEOLOGICA ACTA, 1989, 28 (06) :511-519