Dataverse for the management of research data within the division of timber constructions of the MPA
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Python Source Code - 98.4 KB - MD5: a6b08c2a451517b4642117af039307b4
Finite element model of a glulam beam with a hole reinforced with internal inclined dowel-type reinforcements. A discrete crack is added.
Tabular Data - 127.7 KB - 22 Variables, 356 Observations - UNF:6:Pnb0KQjIP7752u3uC9OVew==
Shear/Moment configuration, connection A, first loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
Tabular Data - 116.2 KB - 22 Variables, 323 Observations - UNF:6:lsFmoHhY2NjcjIu2BG08lQ==
Shear/Moment configuration, connection A, second loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
Tabular Data - 289.3 KB - 22 Variables, 812 Observations - UNF:6:PJDg+/XHtIGoA9eESv5R5g==
Shear/Moment configuration, connection A, third loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
Tabular Data - 47.1 KB - 11 Variables, 267 Observations - UNF:6:1J1zMcqKUJo1ktgMsJXUxQ==
Shear/Moment configuration, connection B, third loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
Tabular Data - 47.8 KB - 11 Variables, 271 Observations - UNF:6:E0JTUrBi7CWCXXjtn0aCGg==
Shear/Moment configuration, connection B, second loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
Tabular Data - 37.8 KB - 11 Variables, 219 Observations - UNF:6:h51P2U6yjDnN+HmceRjMpg==
Shear/Moment configuration, connection B, first loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
Gzip Archive - 30.3 KB - MD5: b491d58be161e70c9bf6feacbeec78d0
Contains the scripts (python) for the different Abaqus models used to study the developed edge connection for CLT. Detailed information on how to run the different models is given in the Readme.md file inside the archive.
Gzip Archive - 13.9 KB - MD5: e75acf13b165a5aafaffb8e4302a9378
Implementation of the analytical model used to compute deflections and stresses in the CLT-LVL compound conforming the developed connection.
Gzip Archive - 1.1 MB - MD5: a791af8963661dcdea89ad4be1c70b54
This archive contains an example of how to use the model. The example consists on the analysis presented using the Database B (see Section 8.1 in the dissertation).
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