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author:

Yuan, Yan (Yuan, Yan.) [1] (Scholars:袁燕) | Zhang, Xiao-Ning (Zhang, Xiao-Ning.) [2] | Zou, Gui-Lian (Zou, Gui-Lian.) [3]

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Abstract:

The phenomenon of cyclic hardening is observed in fatigue tests of modified asphalt controlled by low strain/stress level and it is not clear how the phenomenon affects the fatigue properties of binders. The special time weep tests were performed to investigate the point. Tests results indicate that the cyclic hardening is caused by the rearrangement of molecules in binders, and it can make the inner structure of binders getting stable and increase the fatigue properties of asphalt binders. But fatigue damage occurs when fatigue tests start, no matter the phenomenon of cyclic hardening happens or not. If the controlled load is low, the effect of rearrangement of molecules on material is beyond the effect of fatigue damage so that the cyclic hardening can be observed. When the load conditions get worse, the effect of slight fatigue damages produced in hardening stage will show.

Keyword:

Asphalt Binders Fatigue damage Fatigue of materials Hardening Molecules Pavements Strain Stresses

Community:

  • [ 1 ] [Yuan, Yan]Road Engineering Institute, South China University of Technology, Guangzhou 510641, China
  • [ 2 ] [Yuan, Yan]College of Civil Engineering, Fuzhou University, Fuzhou 350002, China
  • [ 3 ] [Zhang, Xiao-Ning]Road Engineering Institute, South China University of Technology, Guangzhou 510641, China
  • [ 4 ] [Zou, Gui-Lian]Road Engineering Institute, South China University of Technology, Guangzhou 510641, China

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Source :

Journal of Harbin Institute of Technology (New Series)

ISSN: 1005-9113

CN: 23-1378/T

Year: 2007

Issue: 4

Volume: 14

Page: 557-560

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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