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Author:

Jia, Junfeng (Jia, Junfeng.) | Gu, Ranxing (Gu, Ranxing.) | Cheng, Shoushan (Cheng, Shoushan.) | Fan, Ping (Fan, Ping.) | Li, Maochang (Li, Maochang.)

Indexed by:

EI Scopus

Abstract:

This study investigates the frictional sliding performance of the naturally-aged laminated rubber bearings after serving for years. Seven laminated rubber bearings that had served for 10 years in an existing bridge were selected for the frictional-sliding tests, based on which multiple issues were analyzed and evaluated, including the frictional-sliding patterns, horizontal elastic stiffness, friction coefficient, and energy dissipation capacity of the naturally-aged bearings under varying vertical compressive stresses. It is shown that although the laminated rubber bearings selected for tests had the same service life, they displayed different degrees of aging. As the vertical compressive stresses increase, the friction coefficients decrease, whereas the horizontal elastic stiffness gets increased. The shear-compression interactions have a minor impact on the energy dissipation capacity of the naturally-aged laminated rubber bearings, but it must be noted that the cumulative frictional sliding would suppress the energy dissipation capacity of the bearings. Compared with the unaged bearings (theoretical values), the surface friction coefficients (experimental values) of the naturally-aged laminated rubber bearings are lower, but the horizontal elastic stiffness is remarkably higher. The increase in horizontal elastic stiffness in naturally-aged bearings is substantially greater than that observed in artificially-aged bearings, indicating that studies on artificial aging significantly underestimate the detrimental effects of natural aging on these bearings. © 2024 Wuhan Bridge Media Co., Ltd., MBEC. All rights reserved.

Keyword:

Laminating Tribology Bridge bearings Compressive stress

Author Community:

  • [ 1 ] [Jia, Junfeng]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Gu, Ranxing]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Cheng, Shoushan]Bridge and Tunnel Research Center, Institute of Highway, Ministry of Transport, Beijing; 100088, China
  • [ 4 ] [Fan, Ping]Bridge and Tunnel Research Center, Institute of Highway, Ministry of Transport, Beijing; 100088, China
  • [ 5 ] [Li, Maochang]Zibo Public Utility Service Center, Zibo; 255090, China

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Source :

Bridge Construction

ISSN: 1003-4722

Year: 2024

Issue: 3

Volume: 54

Page: 31-38

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WoS CC Cited Count:

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ESI Highly Cited Papers on the List: 0 Unfold All

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Chinese Cited Count:

30 Days PV: 0

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