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Preliminary communication

https://doi.org/10.14256/JCE.2664.2019

Study of a fatigue load model for highway bridges in Southeast China

Yuzhao Liang
Feng Xiong


Full text: croatian pdf 328 Kb

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Full text: english pdf 327 Kb

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Abstract

Although fatigue damage has become one of the main causes of structural damage to bridges, standard vehicle models for highway bridge fatigue design have not as yet been determined in China. Relying on the WIM system, load data were collected for different types of vehicles from six provinces in Southeast China. The Miner’s criterion for cumulative fatigue damage, and the equivalent stress amplitude criterion, were adopted for calculating the equivalent axle load, the equivalent wheelbase, and the fatigue damage contribution ratio. The fatigue load spectrum, including five equivalent vehicle models, was identified.

Keywords

bridges; fatigue load model; standard fatigue vehicle; WIM system

Hrčak ID:

234431

URI

https://hrcak.srce.hr/234431

Publication date:

10.2.2020.

Article data in other languages: croatian

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