Composite Girders of Classes 1 and 2 With Partial Plasticization
نویسندگان
چکیده
Abstract A case of a bridge composite girder is analysed. According to EC4 rules, its cross section coinciding into class 1 and should be able resist the design moment in ULS. But after tracking loading history with gradually increasing live load up level, it established, that an early web instability exists before ends. This effect contradicts some code settings considered as warning designers working similar circumstances.
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ژورنال
عنوان ژورنال: IOP Conference Series: Materials Science and Engineering
سال: 2023
ISSN: ['1757-8981', '1757-899X']
DOI: https://doi.org/10.1088/1757-899x/1276/1/012021