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Source code for: generating scattering geometrical imperfections
May 21, 2025 - Dissertation Janusch Töpler
Töpler, Janusch, 2025, "Source code for: generating scattering geometrical imperfections", https://doi.org/10.18419/DARUS-5060, DaRUS, V1
This repository contains the python code for the generation of realistically scattering bow and twist imperfections of softwood glulam timber beam-columns. The model was developed in the dissertation of Janusch Töpler.
Source code for: geometrically and materially nonlinear numerical analysis of timber beam-columns with Abaqus/CAE (Abaqus_timber_beam-column)
May 21, 2025 - Dissertation Janusch Töpler
Töpler, Janusch, 2025, "Source code for: geometrically and materially nonlinear numerical analysis of timber beam-columns with Abaqus/CAE (Abaqus_timber_beam-column)", https://doi.org/10.18419/DARUS-5059, DaRUS, V1
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.
Source code for: KaReMo++
May 21, 2025 - Dissertation Janusch Töpler
Töpler, Janusch, 2025, "Source code for: KaReMo++", https://doi.org/10.18419/DARUS-5061, DaRUS, V1
This repository contains the python code for the generation of realistically scattering stiffnesses and strengths of softwood glulam beams. The model is an extension of the Karlsruher Rechenmodell. The KaReMo++ model was developed in the dissertation of Janusch Töpler.
Source code for: UMAT subroutine for material modelling of timber with Abaqus
May 21, 2025 - Dissertation Janusch Töpler
Töpler, Janusch, 2025, "Source code for: UMAT subroutine for material modelling of timber with Abaqus", https://doi.org/10.18419/DARUS-5062, DaRUS, V1
This repository contains a UMAT subroutine for modelling orthotropic behaviour with brittle failure for tension in the x-direction, ellipsoid elastoplastic behaviour for compression in grain direction (x-direction), and bilinear elastoplastic behaviour for shear in the xy-, xz-, and yz-planes. A stress interaction is only considered for the three s...
Experimental data: Lateral torsional buckling of softwood glulam beams with combined bending and axial compression
May 21, 2025 - Structural Stability
Töpler, Janusch; Kuhlmann, Ulrike, 2025, "Experimental data: Lateral torsional buckling of softwood glulam beams with combined bending and axial compression", https://doi.org/10.18419/DARUS-5057, DaRUS, V1
This repository contains the experimental results of 19 lateral torsional buckling tests with combined bending and axial compression on timber beam-columns made of GL 24h. The loading, the deformations and rotations at midspan and at the supports, the dimensions, the moisture content and the weight were recorded. The modulus of elasticity and the s...
Experimental data: Flexural buckling of beech LVL columns
May 21, 2025 - Structural Stability
Töpler, Janusch; Kuhlmann, Ulrike, 2025, "Experimental data: Flexural buckling of beech LVL columns", https://doi.org/10.18419/DARUS-5058, DaRUS, V1
This repository contains the experimental results of 27 flexural buckling tests on timber columns made of beech laminated veneer lumber (LVL) GL75. The loading, the deformations at midheight, the rotations at the supports, the dimensions, and the weight were recorded. The modulus of elasticity in grain direction was determined in preliminary tests.
Dissertation Janusch Töpler(Universität Stuttgart)
May 16, 2025Structural Stability
This repository contains the models and code for the dissertation of Janusch Töpler.
Structural Stability(Universität Stuttgart)
May 16, 2025
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