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author:

Hu, C.-B. (Hu, C.-B..) [1] (Scholars:胡昌斌) | Shen, J.-R. (Shen, J.-R..) [2] | Chen, Y.-J. (Chen, Y.-J..) [3] (Scholars:陈友杰)

Indexed by:

Scopus PKU CSCD

Abstract:

The Zhongxinkeng and Xiaochiling Sections on Longyan G319 of Fujian Province were chosen as test sections, which are typical accident black spots. The test plan with concrete vehicle was designd on long downgrades. Based on the finite element analysis about test data, the temperature-rising laws of brake pad under different conditions, such as different gross masses of truck, brake modes, cooling methods, were analyzed. The result indicates that when truck runs downhill, the temperature of the pad increases wavelike with the implementation of braking behavior. The gross mass, the functional performance of brake pad and road linetype combination are the key influence factors on the temperature change of brake pad. The temperature is decreased by engine brake at low gear and sprayed brake effectively. The braking behavior is closely related with road conditions and linetype combination. The simulation result of temperature field with finite element method in simple state is quite different from the result of vehicle test. 5 tabs, 20 figs, 8 refs.

Keyword:

Automobile engineering; Brake pad; Drum brake; Long downgrade; Temperature-rising law; Vehicle test

Community:

  • [ 1 ] [Hu, C.-B.]School of Civil Engineering, Fuzhou University, Fuzhou 350108, Fujian, China
  • [ 2 ] [Shen, J.-R.]School of Civil Engineering, Fuzhou University, Fuzhou 350108, Fujian, China
  • [ 3 ] [Chen, Y.-J.]School of Civil Engineering, Fuzhou University, Fuzhou 350108, Fujian, China

Reprint 's Address:

  • 胡昌斌

    [Hu, C.-B.]School of Civil Engineering, Fuzhou University, Fuzhou 350108, Fujian, China

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Source :

Journal of Traffic and Transportation Engineering

ISSN: 1671-1637

CN: 61-1369/U

Year: 2009

Issue: 4

Volume: 9

Page: 49-55

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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