Veneer-wrapped steel columns: Proof-of-concept experimental and numerical investigations
Year: 2024
Type: article
Abstract: This paper presents and discusses the structural behaviour of a novel type of steel–timber composite column to be used in residential building applications. It consists of a circular hollow section wrapped by multiple beech veneer sheets and where the composite action is ensured by a structural bi-component glue applied over the contact surfaces. As part of a proof-of-concept study, five short and three long columns with lengths of 0.27 m and 2.00 m, respectively, were tested under vertical concentric load with fibres parallel to the load direction and inclined by 15°. The global response of the specimens in terms of load-displacement behaviour and failure modes was studied, along with localised strain measurements through strain gauges and a digital image correlation (DIC) system. Results showed a significant increase in buckling resistance due to the stiffness added by the veneer layers. Already with the still-moderate veneer layer thicknesses used in this study, an increase in strength of over 25 % could thus be achieved. This enhancement highlights the effectiveness of veneer wrapping in stabilizing the inner core and delaying the occurrence of flexural buckling failure. A 3D non-linear finite element model (FEM) validated these findings, showing a good correlation with experimental results in resistance and stiffness. A parametric study was conducted to explore different geometries and materials, thus creating an extended FEM-based database. A relatively good agreement with modest deviation between the FEM predictions and analytical formulations available in the European Standards was found, considering the appropriate introduction of the mechanical properties of timber. • Tests on concentrically-loaded veneer-wrapped steel columns show that the outer veneer layers enhance the buckling strength. • Compared to bare steel columns, composite veneer-wrapped columns exhibit higher resistance (up to 25 %) and stiffness. • A 3D non-linear finite element model (FEM) was developed and validated to extend the findings of the experimental results. • A parametric study was conducted to assess the performance of the performance of different configurations and support design guidelines.
Source: Engineering Structures
Institutions: ETH Zurich, Institute of Structural Engineering
Language: English
Subfield: Civil and Structural Engineering
Field: Engineering
Domain: Physical Sciences
Open Access status: hybrid
Estimated APC paid: $4,440
Awards: G1245025421, G3186124780
OpenAlex ID: W4404017910