Bending test on large-scale GLT beams with well-known beam setup using machine grading indicator
| Autor: | Andrea Frangi, Phillipp Stadelmann, Gerhard Fink |
|---|---|
| Přispěvatelé: | Department of Civil Engineering, Swiss Federal Institute of Technology Zurich, Aalto University, Aalto-yliopisto |
| Rok vydání: | 2021 |
| Předmět: |
Glued laminated timber
Materials science Scale (ratio) business.industry Bending tests large-scale tests within-member variability well-known setup machine grading finger joint model censored data Forestry Structural engineering Bending Mathematics::Geometric Topology bending tests Ultimate tensile strength Physics::Accelerator Physics General Materials Science Finger joint Grading (engineering) business Beam (structure) |
| Zdroj: | International Wood Products Journal, 12 (4) |
| ISSN: | 2042-6453 2042-6445 |
| DOI: | 10.1080/20426445.2021.1969166 |
| Popis: | This paper presents large-scale bending test, up to 19 m length, on glued laminated timber (GLT) beams with well-known beam setup and a model to predict the tensile strength of finger joint connections (FJ). Machine graded timber boards, with information about the dynamic stiffness and local knottiness were used to fabricate 12 GLT beams. The position of the timber boards were tracked throughout the GLT fabrication. To quantify the quality of the FJ additional FJ were fabricated and tested in tension. Based on the results, a model to predict their strength properties based on the grading information of the involved timber boards was developed using maximum likelihood estimation for censored data. International Wood Products Journal, 12 (4) ISSN:2042-6445 ISSN:2042-6453 |
| Databáze: | OpenAIRE |
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