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- W4285169939 abstract "The local failure of the connections in a steel framed structure affects the serviceability criteria of the whole structure. Hence, it is necessary to understand the behaviour and failure mechanisms of the connections that are used in steel framed structures. In view of this, the present paper describes the investigations conducted on the performance of splice connections for hollow tubular sections (HTS). In both experimental and numerical studies, a parametric variation is also considered in the dimensional properties of the connection components, such as end plate thickness, thickness of HTS member, and bolt diameter. Splice connections with different end plate configurations are subjected to pure bending to study the failure mechanism. Later, a comparison of load-deflections curves, initial stiffness and energy absorption values of the splice connections obtained from both experimental and numerical approaches was done. It was concluded that the proposed FE model is able to predict the performance and failure mechanism of splice connection joining HTS members accurately." @default.
- W4285169939 created "2022-07-14" @default.
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- W4285169939 date "2022-01-01" @default.
- W4285169939 modified "2023-10-16" @default.
- W4285169939 title "A Study on Deformation Characteristics of Splice Connection in Steel Structures" @default.
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- W4285169939 doi "https://doi.org/10.1007/978-981-19-0189-8_29" @default.
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