Timber Constructions

Dataverse for the management of research data within the division of timber constructions of the MPA

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171 to 180 of 237 Results

weibull_model.py Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Python Source Code - 6.1 KB - MD5: ad25101822fff7dda31d269e56cd310d Python file used to obtain the maximum capacity based on the Weibull model.
Replication Data for: Holes in glulam - Orientation and design of internal reinforcements Apr 20, 2023 - Publications Tapia Camú, Cristóbal, 2023, "Replication Data for: Holes in glulam - Orientation and design of internal reinforcements", https://doi.org/10.18419/DARUS-3440, DaRUS, V1 This repository contains the finite element models for Abaqus used to generate the results shown in the paper. The models are written in Python and were tested with Abaqus v2016. Three models are provided: Model of a glulam beam with a circular hole without reinforcement Model of a glulam beam with a circular hole with internal reinforcements (inte...
install_python_libs_for_abaqus_v2016.md Apr 20, 2023 - Replication Data for: Holes in glulam - Orientation and design of internal reinforcements Markdown Text - 2.0 KB - MD5: e35f95ce26c17df7833631b3c3a9a82d Instructions to install required python libraries for Abaqus v2016. Versions of Abaqus newer than v2022 include these libraries in the default installation, thus, there is no need to install them manually.
model_glulam_with_hole_no_reinforcement.py Apr 20, 2023 - Replication Data for: Holes in glulam - Orientation and design of internal reinforcements Python Source Code - 55.0 KB - MD5: 94971fa4175e607f25fd61b4bed3e91d Finite element model of a glulam beam with a hole reinforced without reinforcement.
model_inclined_internal_reinforcement.py Apr 20, 2023 - Replication Data for: Holes in glulam - Orientation and design of internal reinforcements Python Source Code - 95.7 KB - MD5: 6dfd4e8edbfc08c6e4fbd4b72aa6255c Finite element model of a glulam beam with a hole reinforced with internal inclined dowel-type reinforcements.
model_inclined_internal_reinforcement_with_crack.py Apr 20, 2023 - Replication Data for: Holes in glulam - Orientation and design of internal reinforcements 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.
Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates Apr 12, 2022 - IntCDC Tapia Camú, Cristóbal; Claus, Marian, 2021, "Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates", https://doi.org/10.18419/DARUS-1344, DaRUS, V2, UNF:6:3YMGPmWE9BG0uaF+T4A8HQ== [fileUNF] This repository contains the experimental data collected for the newly developed plate-to-plate connection during the Master's Thesis of Marian Claus. The data corresponds to the two different connection geometries, tested under two different loading conditions: (i) pure bending and (ii) shear bending conditions. For all the experiments, global and...
V_config_A-1.csv Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates 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.
V_config_A-2.csv Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates 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.
V_config_A-3.csv Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates 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.

weibull_model.py

Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations

Python Source Code - 6.1 KB -

Python file used to obtain the maximum capacity based on the Weibull model.

Replication Data for: Holes in glulam - Orientation and design of internal reinforcements

Apr 20, 2023 - Publications

Tapia Camú, Cristóbal, 2023, "Replication Data for: Holes in glulam - Orientation and design of internal reinforcements", https://doi.org/10.18419/DARUS-3440, DaRUS, V1

This repository contains the finite element models for Abaqus used to generate the results shown in the paper. The models are written in Python and were tested with Abaqus v2016. Three models are provided: Model of a glulam beam with a circular hole without reinforcement Model of a glulam beam with a circular hole with internal reinforcements (inte...

install_python_libs_for_abaqus_v2016.md

Apr 20, 2023 - Replication Data for: Holes in glulam - Orientation and design of internal reinforcements

Markdown Text - 2.0 KB -

Instructions to install required python libraries for Abaqus v2016. Versions of Abaqus newer than v2022 include these libraries in the default installation, thus, there is no need to install them manually.

model_glulam_with_hole_no_reinforcement.py

Apr 20, 2023 - Replication Data for: Holes in glulam - Orientation and design of internal reinforcements

Python Source Code - 55.0 KB -

Finite element model of a glulam beam with a hole reinforced without reinforcement.

model_inclined_internal_reinforcement.py

Apr 20, 2023 - Replication Data for: Holes in glulam - Orientation and design of internal reinforcements

Python Source Code - 95.7 KB -

Finite element model of a glulam beam with a hole reinforced with internal inclined dowel-type reinforcements.

model_inclined_internal_reinforcement_with_crack.py

Apr 20, 2023 - Replication Data for: Holes in glulam - Orientation and design of internal reinforcements

Python Source Code - 98.4 KB -

Finite element model of a glulam beam with a hole reinforced with internal inclined dowel-type reinforcements. A discrete crack is added.

Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates

Apr 12, 2022 - IntCDC

Tapia Camú, Cristóbal; Claus, Marian, 2021, "Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates", https://doi.org/10.18419/DARUS-1344, DaRUS, V2, UNF:6:3YMGPmWE9BG0uaF+T4A8HQ== [fileUNF]

This repository contains the experimental data collected for the newly developed plate-to-plate connection during the Master's Thesis of Marian Claus. The data corresponds to the two different connection geometries, tested under two different loading conditions: (i) pure bending and (ii) shear bending conditions. For all the experiments, global and...

V_config_A-1.csv

Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates

Tabular Data - 127.7 KB - 22 Variables, 356 Observations -

Shear/Moment configuration, connection A, first loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.

V_config_A-2.csv

Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates

Tabular Data - 116.2 KB - 22 Variables, 323 Observations -

Shear/Moment configuration, connection A, second loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.

V_config_A-3.csv

Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates

Tabular Data - 289.3 KB - 22 Variables, 812 Observations -

Shear/Moment configuration, connection A, third loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.

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