As timber construction moves toward longer spans and more complex structural systems, moment-resisting connections play a key role in ensuring stiffness, stability, and performance. Understanding the detailed behaviour of these connections is essential for advancing reliable and efficient timber design.

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The aim of this thesis is to develop and validate a detailed numerical model of a moment-resisting timber connection against experimental results. Once validated, the model will be used to:

Examine the force transfer mechanisms among fasteners,
Investigate the contact behaviour between the beam and column members, and
Assess how these interactions influence the overall joint performance.

This project will adopt a multiscale approach, linking the local fastener-level behaviour to the global connection response. It is conducted in collaboration with ETH Zurich, providing opportunities for scientific exchange and comparative analysis.

Kontaktperson: PostDoc Elif Appavuravther, Byggnadsmekanik, LTH - elif.appavuravther@construction.lth.se