1 to 10 of 72 Results
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. |
Python Source Code - 6.9 KB -
MD5: 8c3ffcbd807c11ce809a4a9fdf2a1311
A python script for generating scattering geometrical imperfections as described in the dissertation of Janusch Töpler. |
Python Source Code - 4.1 KB -
MD5: a0737f42ce03c8fabf670f88ed232468
A user function for scatter_geomImp.py for sampling according to different distribution functions. |
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. |
Python Source Code - 209.5 KB -
MD5: 17c376cf74962dddf8dc8ba033edd86a
Python input file for an automated geometrically and materially nonlinear numerical analysis of timber beam-columns with Abaqus/CAE. |
Plain Text - 700.2 KB -
MD5: b08c262c08ff8e9c00b76d7dd32d0e6c
Input data for Abaqus_timber_beam-column.py with scattering material parameters according to the KaReMo+. |
Plain Text - 3.6 KB -
MD5: 808e1d54ed84fbf7ba523d5ee8d45fe2
Input data for Abaqus_timber_beam-column.py with measured geometrical imperfections, see DIBt - ZP 52-5-13.194 (https://doi.org/10.18419/DARUS-3304). |
Plain Text - 91.4 KB -
MD5: 0914e56d536a0350287eef41fac0c834
Input data for Abaqus_timber_beam-column.py with scattering geometrical imperfections. |
ZIP Archive - 30.7 MB -
MD5: 13e0de2cf68401eacb2a4139d08048ba
This archive contains an example of how to use the model. The example consists of a geometrically and materially nonlinear analysis of a timber beam with a constant rectangular cross-section with dimensions of 480x120x3450 mm³, a constant bending moment, GL 24h, a sinusoidal bow imperfection of L/1000, and a sinusoidal twist imperfection of L/1500H... |
PNG Image - 72.5 KB -
MD5: 33a99a9807d17f3a7ff0eeb52413ddf3
Illustration of the node numbering of the numerical model. |
