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Wood is an anisotropic material with a complex structure. It is very difficult to examine the properties of complex structured materials. Finite element analysis is a technique that can be used to analyze the mechanical behavior of wood and wood-based materials. The objective of this study is to determine the mechanical properties of Oriental plane (Platanus orientalis L.) wood both experimentally and using finite element analysis. For tensile strength and compressive strength, with the aim of determining the wood’s behavior depending on its anisotropic axes, samples were prepared in three axial directions: radial, tangential and longitudinal. Under the same conditions and with the same dimensions, longitudinal samples were modeled in a computer environment using finite element analysis. ANSYS Multiphysics/LS-DYNA was used for simulation. It was determined that the laboratory results and the simulation results were in good agreement, with a similarity ratio of over 90%.
Rocznik
Tom
Strony
Art. no. 192553
Opis fizyczny
Bibliogr. 38 poz., rys., tab., wykr.
Twórcy
autor
- Department of Forestry and Forest Products, Gaziosmanpaşa University, Almus Vocational School, Turkey
autor
- Department of Forest Industry Engineering, Faculty of Forestry Bartın University, Turkey
autor
- Department of Industrial Engineering, Faculty of Engineering and Natural Sciences, İskenderun Technical University, Turkey
autor
- Department of Forest Engineering, Faculty of Forestry, Karabük University, Turkey
Bibliografia
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- Fu W. L., Guan H. Y., Kei S. [2021]: Effects of moisture content and grain direction on the elastic properties of beech wood based on experiment and finite element method. Forests, 12 [5], 610. DOI: 10.3390/f12050610
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- Hajdarević S., Busuladžić I. [2015]: Stiffness analysis of wood chair frame. Procedia Engineering, 100, 746-755. DOI: 10.1016/j.proeng.2015.01.428
- Hu W., Chen B., Zhang T. [2021]: Experimental and numerical studies on mechanical behaviors of beech wood under compressive and tensile states. Wood Research, 66, 27-38. DOI: 10.37763/ wr.1336-4561/66.1.2738
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- Zulkifli E., Kusumaningrum P., Rahmi D. P. [2021]: Experimental study and numerical model of spruce and teak wood strength properties under compressive high strain rate loading. Journal of Engineering and Technological Sciences, 53 [1]. DOI: 10.5614/j.eng.technol.sci.2021.53.1.3
- List of standards
- DIN 52185:1976 Testing of wood; compression test parallel to grain standard by Deutsches Institut Fur Normung E.V. (German National Standard), Germany
- DIN 52188:1979 Testing of wood; determination of ultimate tensile stress parallel to grain stand-ard by Deutsches Institut Fur Normung E.V. (German National Standard) Germany
- DIN 52192:1979 Testing of wood; compression test perpendicular to grain standard by Deutsches In-stitut Fur Normung E.V. (German National Standard) Germany
- TS 2475:1976 Wood – Determination of Ultimate Tensile Stress Parallel to Grain. Turkish Standards Institution (TSE), Türkiye
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a6d2d6b7-d591-4987-a0fa-e2751bf88358