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Experimental evaluation of the durability of timber–steel hybrid connection interfaces under accelerated ageing
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DOI：10.1016/j.cscm.2026.e06175.png)
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Abstract
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• Evaluates long-term durability of continuous LVL–steel hybrid connections under two accelerated ageing regimes. • Modified ASTM D1037 cycling caused progressive moisture build-up (up to ∼68%) and bond delamination. • Adhesive-dominated systems showed severe strength loss (up to 71%) and major stiffness degradation. • Screw-based connections retained load capacity and ductile behaviour after cyclic exposure. • Moisture-induced degradation critically governs composite action in timber–steel hybrid systems.
Keywords:
Timber–steel hybrid connections
Durability
Accelerated ageing
Shear performance
Composite action
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