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Source code for: geometrically and materially nonlinear numerical analysis of timber beam-columns with Abaqus/CAE (Abaqus_timber_beam-column)

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Software, (2025)Related to: Töpler, J. (2025). Lateral torsional buckling of imperfection-sensitive timber members under combined compression and bending (in preparation). Dissertation, Institute of Structural Design, University of Stuttgart, Stuttgart, Germany.
DOI: 10.18419/darus-5059

Zusammenfassung

This repository contains the python input code for an automated geometrically and materially nonlinear numerical analysis of timber beam-columns with Abaqus/CAE. The structural system, geometry, imperfections, loading, and material can be varied. The Abaqus_timber_beam-column model was developed in the dissertation of Janusch Töpler.

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