1 to 10 of 121 Results
Apr 12, 2022 -
Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates
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. |
Apr 12, 2022 -
Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates
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. |
Apr 12, 2022 -
Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates
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. |
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. |
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. |
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. |
Gzip Archive - 6.7 KB -
MD5: 3bae0638a308abb9278f9d67ab85ad78
This archive contains the material model used to describe the softening behavior and a test simulation run with a single finite element. Run the test with `make tests`.
The fortran compiler must be correctly configured in Abaqus in order to compile the user subroutine. If you us... |
Jun 28, 2021 -
Replication Data for: Survival analysis of tensile strength variation and simulated length-size effect along oak boards
Gzip Archive - 55.8 KB -
MD5: 2858afa24d9fc5673ecc2824819d4431
This repository contains the source code and data used for the survival analysis and size effect simulation of oak boards with the Julia programming language. Instructions on how to use the code can be found in the Readme.md file inside the container. |
Feb 17, 2021 -
Replication Data for: Survival analysis of tensile strength variation and simulated length-size effect along oak boards
Gzip Archive - 50.5 KB -
MD5: 1b0e0b2d85d158a489d68633a52d3616
Scripts used for the survival analysis of the localized tensile strength along boards. |
Mar 21, 2022 - Dissertation Cristobal Tapia
Tapia Camú, Cristóbal, 2022, "Source code for: Stuttgart Stochastic Strength Glulam Model (S3GluM)", https://doi.org/10.18419/darus-1155, DaRUS, V1
This repository contains the stochastic finite element model developed to study the stiffness and strength variation of glulam beams. The S3GluM model was developed during the PhD thesis of Cristóbal Tapia Camú. |