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Modelling of steel-timber composite connections: Validation of finite element model and parametric study

Hassanieh, A.; Valipour, H. R.; Bradford, M. A.; Sandhaas, C.

This paper investigates the mechanical behaviour of lap steel-timber composite connections using a 3-D continuum-based finite element (FE) model. In the FE models developed, the non-linear behaviour and failure of the timber is captured by a stress-based failure criterion formulated in the framework of continuum-damage mechanics. Yielding of the steel plates and fasteners (i.e. coach screws and bolts) is captured by an elastic-hardening plastic constitutive law. These FE models are validated by experimental (push-out) tests conducted on laminated veneer lumber (LVL)-steel and cross-laminated timber (CLT)-steel composite lap connections. It is shown that the FE models developed in the paper can replicate adequately the load-slip response and failure mode of the hybrid steel-timber composite connections tested. The validated FE model is used to undertake a parametric study that elucidates the influence of the yield strength and the length of the fasteners and the post-tensioning force in the bolts on the stiffness, load carrying capacity and load-slip behaviour of hybrid steel-timber composite connections.

DOI: 10.1016/j.engstruct.2017.02.016
Zitationen: 60
Zugehörige Institution(en) am KIT Versuchsanstalt für Stahl, Holz und Steine (VAKA)
Publikationstyp Zeitschriftenaufsatz
Publikationsjahr 2017
Sprache Englisch
Identifikator ISSN: 0141-0296, 1873-7323
KITopen-ID: 1000065835
Erschienen in Engineering structures
Verlag Elsevier
Band 138
Seiten 35-49
Schlagwörter Finite element Hybrid structure Load-slip Non-linearity Steel-timber composite Timber
Nachgewiesen in Dimensions
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