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    Rheological Properties of Modified Coal Tar Pitches

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 003
    Author:
    Jie Ji
    ,
    Hui Yao
    ,
    Zhi Suo
    ,
    Haiyan Zhang
    ,
    Dongwei Cao
    ,
    Zhanping You
    ,
    Baichang Li
    DOI: 10.1061/(ASCE)MT.1943-5533.0001728
    Publisher: American Society of Civil Engineers
    Abstract: Different modifiers composed of polyethylene glycol, paraformaldehyde, polystyrene, and polyphosphoric acid at different ratios (designated CD-0, CD-1, CD-2. CD-3, and CD-4) were added to coal tar pitch. The resulting modified pitches were prepared and designated control D-0 and D-1, D-2, D-3, and D-4, correspondingly. The objective of this study was to evaluate the properties of the control and modified coal tar pitches by the dynamic shear rheometer (DSR) test and microscopic imaging technology. The complex shear modulus G* and phase angle δ of the modified coal tar pitches decreased with increased temperature, which indicated a decline in the gradual capacity for resistance to permanent deformation at high temperatures. There was good correlation between the Christensen-Andersen-Marasteanu (CAM) model and the complex modulus master curve of the modified coal tar pitches. The test results showed that D-4 had a higher complex viscosity η* than that of the control D-0 and the other modified coal tar pitches (D-1, D-2, and D-3), along with a higher glassy complex modulus Gg*, cross frequency fc, rheological parameter r, and better resistance to rheological deformation. Control D-4 also had a strong capability to resist high-temperature permanent deformation. In addition, the homogeneity of D-4 was better than that of the control D-0 and the other modified pitches, as observed in microscopic images. Therefore, it could be concluded that D-4 had better properties compared with the others.
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      Rheological Properties of Modified Coal Tar Pitches

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4237928
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    • Journal of Materials in Civil Engineering

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    contributor authorJie Ji
    contributor authorHui Yao
    contributor authorZhi Suo
    contributor authorHaiyan Zhang
    contributor authorDongwei Cao
    contributor authorZhanping You
    contributor authorBaichang Li
    date accessioned2017-12-16T09:03:08Z
    date available2017-12-16T09:03:08Z
    date issued2017
    identifier other%28ASCE%29MT.1943-5533.0001728.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237928
    description abstractDifferent modifiers composed of polyethylene glycol, paraformaldehyde, polystyrene, and polyphosphoric acid at different ratios (designated CD-0, CD-1, CD-2. CD-3, and CD-4) were added to coal tar pitch. The resulting modified pitches were prepared and designated control D-0 and D-1, D-2, D-3, and D-4, correspondingly. The objective of this study was to evaluate the properties of the control and modified coal tar pitches by the dynamic shear rheometer (DSR) test and microscopic imaging technology. The complex shear modulus G* and phase angle δ of the modified coal tar pitches decreased with increased temperature, which indicated a decline in the gradual capacity for resistance to permanent deformation at high temperatures. There was good correlation between the Christensen-Andersen-Marasteanu (CAM) model and the complex modulus master curve of the modified coal tar pitches. The test results showed that D-4 had a higher complex viscosity η* than that of the control D-0 and the other modified coal tar pitches (D-1, D-2, and D-3), along with a higher glassy complex modulus Gg*, cross frequency fc, rheological parameter r, and better resistance to rheological deformation. Control D-4 also had a strong capability to resist high-temperature permanent deformation. In addition, the homogeneity of D-4 was better than that of the control D-0 and the other modified pitches, as observed in microscopic images. Therefore, it could be concluded that D-4 had better properties compared with the others.
    publisherAmerican Society of Civil Engineers
    titleRheological Properties of Modified Coal Tar Pitches
    typeJournal Paper
    journal volume29
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001728
    treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 003
    contenttypeFulltext
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