Rheological Properties of Modified Coal Tar PitchesSource: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 003DOI: 10.1061/(ASCE)MT.1943-5533.0001728Publisher: 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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contributor author | Jie Ji | |
contributor author | Hui Yao | |
contributor author | Zhi Suo | |
contributor author | Haiyan Zhang | |
contributor author | Dongwei Cao | |
contributor author | Zhanping You | |
contributor author | Baichang Li | |
date accessioned | 2017-12-16T09:03:08Z | |
date available | 2017-12-16T09:03:08Z | |
date issued | 2017 | |
identifier other | %28ASCE%29MT.1943-5533.0001728.pdf | |
identifier uri | http://138.201.223.254:8080/yetl1/handle/yetl/4237928 | |
description 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. | |
publisher | American Society of Civil Engineers | |
title | Rheological Properties of Modified Coal Tar Pitches | |
type | Journal Paper | |
journal volume | 29 | |
journal issue | 3 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)MT.1943-5533.0001728 | |
tree | Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 003 | |
contenttype | Fulltext |