The response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loading

• Main Authors: Remennikov A.M., Kong S.Y., Uy B.
• Other Authors: 8894438000
• Format: Article
• Published: 2023
• Subjects: Impact load; Membrane mechanism; Protective structures; Steel-concrete-steel construction; Civil engineering; Structures (built objects); Barrier structures; FE model; Finite element models; Head-on collision; Impact energy; Impact loadings; Impact loads; Moving vehicles; Non-composite; Numerical investigations; Shear studs; Steel plates; Steel-concrete-steel sandwich; Tensile membrane; concrete structure; ductile deformation; experimental study; finite element method; impact; loading test; model test; model validation; steel structure; structural analysis; structural response; tensile strength; Finite element method

In conventional steel-concrete-steel (SCS) construction, the external steel plates are connected to the concrete infill by welded shear stud connectors. This paper describes a programme of experimental and numerical investigations on reduced-scale non-composite SCS panels with axially restrained con...