COMPARATIVE ANALYSIS OF STATIC AND DYNAMIC MOE OF PANNÓNIA POPLAR TIMBER FROM DIFFERENT PLANTATIONS

The aim of this study has been to investigate the suitability of Pannónia poplar (Populus × euramericana cv. Pannónia) timber for structural purposes. Static and dynamic modulus of elasticity (MOE) has been determined on samples of 4 different Hungarian plantation origins. The results of the dynamic...

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Bibliographic Details
Main Authors: Kánnár Antal, Csiha Csilla (Author)
Format: Article
Published: 2021
Series:WOOD RESEARCH 66 No. 2
Subjects:
faipari tudományok
Online Access:http://publicatio.uni-sopron.hu/2165
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520 3 |a The aim of this study has been to investigate the suitability of Pannónia poplar (Populus × euramericana cv. Pannónia) timber for structural purposes. Static and dynamic modulus of elasticity (MOE) has been determined on samples of 4 different Hungarian plantation origins. The results of the dynamic test showed the same range as the static test, showing a good correlation of the two measurements. As result it can be stated that the domestic Hungarian Pannónia poplar species have in average 11000 N.mm-2 modulus of elasticity. This exceeds considerably the threshold limit value (7000 N.mm-2) necessary for structural applications according to Eurocode 5. Therefore Pannonia poplar is suitable for structural applications, and are a good alternative of the widely used coniferous species in construction sector. 
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700 0 1 |a Csiha Csilla  |e aut 
856 4 0 |u http://publicatio.uni-sopron.hu/2165/1/03.pdf  |z Dokumentum-elérés  

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