Research on the Residual Carrying Capacity of Composite Decks with MCL Connectors under Fatigue Load
نویسندگان
چکیده
To investigate the mechanical behavior of profiled steel-concrete composite deck with modified clothoid (MCL) connectors under fatigue load, a method for calculating residual carrying capacity is proposed, and finite element (FE) model established to analyze mechanism decks after failure. The maximum error between theoretical test result 4%, model, 9%. indicates that capacities obtained from accord well results. Parametric analysis performed influence shear span length Lsp, shape connector spacing Lmc, upper flange depth hc concrete slab. It reveals increase MCL spacing, decreases exponentially. Additionally, relation linear. study helpful design decks.
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ژورنال
عنوان ژورنال: Advances in Civil Engineering
سال: 2022
ISSN: ['1687-8086', '1687-8094']
DOI: https://doi.org/10.1155/2022/7486233