11 to 15 of 15 Results
Dec 15, 2020 - Publications
Tapia Camú, Cristóbal; Aicher, Simon, 2020, "Replication Data for: Simulation of the localized modulus of elasticity of hardwood boards by means of an autoregressive model", https://doi.org/10.18419/darus-863, DaRUS, V2, UNF:6:3jJ2Tj1s/C8WfiVWORPRtw== [fileUNF]
This repository contains the global and localized data gathered for a set of 52 oak boards with a cross-section of 175 x 24 mm. Modulus of elasticity, density and knot information were recorded. |
Jun 28, 2021 - Publications
Tapia Camú, Cristóbal; Aicher, Simon, 2021, "Replication Data for: Survival analysis of tensile strength variation and simulated length-size effect along oak boards", https://doi.org/10.18419/darus-864, DaRUS, V2, UNF:6:C43cTFx3ny8kNxl+93ca+g== [fileUNF]
Dataset used to develop and calibrate the model for localized tensile strength along oak boards. A survival (or censored) analysis is performed on the cell-wise tensile strength of boards, which delivers coefficients for two different candidate distributions: (i) Beta and (ii) 3-... |
Apr 6, 2022 - Publications
Tapia Camú, Cristóbal; Claus, Marian, 2022, "Replication Models for: A finger-joint based edge connection for the weak direction of CLT plates", https://doi.org/10.18419/darus-1259, DaRUS, V1
This repository contains the implementation of the analytical and numerical models described and used in the paper to model the developed edge connection for CLT plates in the weak direction. The connection was developed within the frame of the cluster "Integrative Computational... |
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. |
Jul 31, 2020
Dataverse for the management of research data within the division of timber constructions of the MPA |