Fatigue experimental study on full-scale large sectional model of orthotropic steel deck of urban rail bridge
نویسندگان
چکیده
The fatigue problem of orthotropic steel bridge decks urban rail transit bridges has gradually become one the hot research topics. And it is also a key that restricts further development bridges. In this paper, deck structure long-span cable-stayed studied. Based on segmental finite element model and full-scale model, details joint weld between an U-rib were studied theoretically experimentally. theoretical segment analyzed to obtain spot stress characteristics. On basis, test performance evaluation are completed based S-N curve. results show joints meets design requirements certain safety reserve. deck, weld, diaphragm plate sensitive areas most likely occur failure first need be paid attention in later maintenance inspection.
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ژورنال
عنوان ژورنال: Advances in Mechanical Engineering
سال: 2023
ISSN: ['1687-8132', '1687-8140']
DOI: https://doi.org/10.1177/16878132231155271