izpis_h1_title_alt

Experimental and numerical determination of the mechanical properties of spruce wood
ID Fajdiga, Gorazd (Author), ID Rajh, Denis (Author), ID Nečemer, Branko (Author), ID Glodež, Srečko (Author), ID Šraml, Matjaž (Author)

.pdfPDF - Presentation file, Download (5,41 MB)
MD5: 09F8C3DF2BD0F4F764EB57E3E2E66ED2
URLURL - Source URL, Visit https://www.mdpi.com/1999-4907/10/12/1140 This link opens in a new window

Abstract
The objective of this paper is the computational and experimental study of the fracture behavior of spruce wood under quasi-static loading conditions during a three-point bending test. The experimental tests were performed on the electronic testing machine Zwick Z100 (Zwick-Roell GmbH & Co. KG, Ulm, Germany) with displacement control, according to the standard International Standard Organisation (ISO) 13061-4: 2014. The specimens were made of Norway spruce (Picea abies) wood, with dimensions of 25 mm x 25 mm in cross-section and 549 mm in length. Six tests were performed for each orientation (radial and tangential) of the wood fibres. Based on the experimental results, the computational model was created and validated by considering the mechanical responses in two different directions due to the orientation of the wood fibres. An orthotropic material model with damage evolution was selected as the computational model. The computational model was validated using the inverse procedure for the determination of the constitutive material parameters, including the damage parameters of three-point bending test specimens. A finite element method (FEM) in the framework of program package ABAQUS was used for the computational simulation, while the open code Optimax was used for the optimization procedure. Comparison between the experimental and computational force vs. the displacement response showed a very good correlation in the results for the spruce wood specimens under three-point bending tests, with Pearsonʹs correlation coeffcient of r = 0.994 for the tangential and r = 0.988 for the radial orientation. Therefore, validation of the proposed computational model was confirmed, and can be used further in numerical simulations of the fatigue behavior of wood specimens.

Language:English
Keywords:spruce wood, mechanical properties, three-point bending test, numerical simulation
Work type:Article
Typology:1.01 - Original Scientific Article
Organization:BF - Biotechnical Faculty
Publication status:Published
Publication version:Version of Record
Year:2019
Number of pages:12 str.
Numbering:Vol. 10, iss. 12, art. 1140
PID:20.500.12556/RUL-133066 This link opens in a new window
UDC:630*8
ISSN on article:1999-4907
DOI:10.3390/f10121140 This link opens in a new window
COBISS.SI-ID:3150985 This link opens in a new window
Publication date in RUL:10.11.2021
Views:585
Downloads:144
Metadata:XML RDF-CHPDL DC-XML DC-RDF
:
Copy citation
Share:Bookmark and Share

Record is a part of a journal

Title:Forests
Shortened title:Forests
Publisher:MDPI
ISSN:1999-4907
COBISS.SI-ID:3872166 This link opens in a new window

Licences

License:CC BY 4.0, Creative Commons Attribution 4.0 International
Link:http://creativecommons.org/licenses/by/4.0/
Description:This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.
Licensing start date:13.12.2019

Secondary language

Language:Slovenian
Keywords:smrekov les, mehanske lastnosti, numerična simulacija, tri točkovni upogibni preskus

Projects

Funder:ARRS - Slovenian Research Agency
Project number:P2-0182
Name:Razvojna vrednotenja

Funder:ARRS - Slovenian Research Agency
Project number:P2-0063
Name:Konstruiranje celičnih struktur

Similar documents

Similar works from RUL:
Similar works from other Slovenian collections:

Back