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Brittle failure in steel-to-timber connections with rebar off-cuts: Experimental, analytical, and numerical assessment
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DOI：10.1016/j.engstruct.2026.123492.png)
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Abstract
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• Ribbed steel rebars increased capacity but reduced deformation capacity. • More fasteners shifted failure from ductile yielding to brittle fracture. • Rebars improved capacity through friction and confinement effects. • Eurocode-based models predicted smooth dowels more accurately. • Numerical simulations linked rebar friction to row-shear failure.
Keywords:
Timber connections
Mechanical fastener
Steel rebar
Brittle failure
Fracture mechanics
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