An experimental investigation of the performance of non-composite steel-concrete-steel protective panels under large impact loading

In conventional steel-concrete-steel (SCS) construction, the external steel plates are connected to the concrete infill by welded shear connectors. This paper describes an experimental programme in which the response of axially restrained noncomposite (without shear connectors) SCS protective panels...

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Bibliographic Details
Main Authors: Kong S.Y., Remennikov A., Uy B.
Other Authors: 57208875766
Format: Article
Published: 2023
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Institution: Universiti Tenaga Nasional