4.5 Article

Fatigue Load Model Using the Weigh-in-Motion System for Highway Bridges in China

期刊

JOURNAL OF BRIDGE ENGINEERING
卷 22, 期 6, 页码 -

出版社

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)BE.1943-5592.0001048

关键词

Highway bridge; Fatigue load model; Load spectrum; Weighing system; Standard fatigue vehicle

资金

  1. National Basic Research Development Program of China (973 Program) [2015CB057701]
  2. National Science Foundation of China [51378081, 51108044]
  3. Hunan Provincial Innovation Foundation for Postgraduates [CX2016B387]
  4. Industry Key Laboratory of Traffic Infrastructure Security RiskManagement (CSUST) [16BCX07]

向作者/读者索取更多资源

The development of the Chinese economy is associated with many changes in vehicle loads, particularly the increasing numbers of heavy trucks and other types of vehicles. However, currently, no standard vehicle has been identified for studying the fatigue design of highway bridges in China. Using the weigh-in-motion system, the authors obtained vehicle loads of 23 Chinese provinces. Miner's rule for cumulative fatigue damage was then used to categorize each vehicle as one of eight representative types according to load. From these types, five equivalent vehicle models were found. Subsequently, simplified fatigue load spectra for highway bridges were obtained for each province. The six-axle vehicle can be used as the standard fatigue vehicle for most provinces, except in Zhejiang and Guizhou, in which three-and four-axle vehicles are most representative. Also, a standard fatigue vehicle for China is proposed. (C) 2017 American Society of Civil Engineers.

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