Rheological Behaviors of a Series of Hyperbranched Polyethers
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Rheological Behaviors of a Series of Hyperbranched Polyethers
Rheological Behaviors of a Series of Hyperbranched Polyethers
Chinese Journal of Polymer Science2015年33卷第11期 页码:1574-1585
Affiliations:
a.Key Laboratory of Carbon Fiber and Functional Polymers, Ministry of Education, Beijing University of Chemical Technology, Beijing 100029, China
b.TA Instruments-Waters LLC (Beijing), 9/F, Tongniu International Manson, Beijing 100026, China
c.State Key Laboratory of Organic-Inorganic Composites, Beijing University of Chemical Technology, Beijing 100029, China
Author bio:
**Yan Meng (孟焱), E-mail: mengyan@mail.buct.edu.cn
Xiao-yu Li (李效玉), E-mail: lixy@mail.buct.edu.cn
Funds:
National Natural Science Foundation of China(51173012);"The Fundamental Research Funds for the Central Universities" at Beijing University of Chemical Technology
Xue-pei Miao, Yan-shuang Guo, Li-fan He, 等. Rheological Behaviors of a Series of Hyperbranched Polyethers[J]. Chinese Journal of Polymer Science, 2015,33(11):1574-1585.
Xue-pei Miao, Yan-shuang Guo, Li-fan He, et al. Rheological Behaviors of a Series of Hyperbranched Polyethers[J]. Chinese Journal of Polymer Science, 2015, 33(11): 1574-1585.
Xue-pei Miao, Yan-shuang Guo, Li-fan He, 等. Rheological Behaviors of a Series of Hyperbranched Polyethers[J]. Chinese Journal of Polymer Science, 2015,33(11):1574-1585.DOI: 10.1007/s10118-015-1707-y.
Xue-pei Miao, Yan-shuang Guo, Li-fan He, et al. Rheological Behaviors of a Series of Hyperbranched Polyethers[J]. Chinese Journal of Polymer Science, 2015, 33(11): 1574-1585.DOI: 10.1007/s10118-015-1707-y.
Rheological Behaviors of a Series of Hyperbranched Polyethers
Hyperbranched polyethers with different structures and molecular weights (MW) were synthesized using the A
2
+B
3
approach by varying monomer ratio
A2 structure
and reaction time. Effects of backbone structure and MW on melt rheological behaviors were investigated by both small amplitude oscillatory shear and steady shear measurements. Master curves were constructed using the time-temperature superposition principle and compared. In the reduced frequency range covered
lg
G
″~lg(
ω
·
a
T
) always show a slope of 1.0
suggesting a terminal zone behavior; in contrast
unexpected step changes or plateaus are observed on lg
G
′ master curves. Effects of backbone structure and MW on master curves were discussed. The Cox-Merz rule was tested at different temperatures and was found to be applicable when flow instability was absent.
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