COMPARISON OF FAILURE CRITERIA FOR WOOD IN TENSILE-SHEAR STRESS STATE

An orthotropic failure criterion enhancing the Lourenco's criterion by a shear strength multiplier and a maximum shear strength upper bound has been recently proposed and validated for timber under tensile and shear loading by the authors. The paper discusses its applicability for predicting st...

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Main Authors: Eliška Šmídová, Petr Kabele
Format: Article
Language:English
Published: Czech Technical University in Prague 2017-11-01
Series:Acta Polytechnica CTU Proceedings
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Online Access:https://ojs.cvut.cz/ojs/index.php/APP/article/view/4644
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author Eliška Šmídová
Petr Kabele
author_facet Eliška Šmídová
Petr Kabele
author_sort Eliška Šmídová
collection DOAJ
description An orthotropic failure criterion enhancing the Lourenco's criterion by a shear strength multiplier and a maximum shear strength upper bound has been recently proposed and validated for timber under tensile and shear loading by the authors. The paper discusses its applicability for predicting strength in comparison with Tsai-Hill criterion, Hankinson's and Hyperbolic formula applying the two above mentioned enhancements of the Lourenco's criterion. Experimental data available in the literature for off-axis tensile and shear test of Sitka spruce (Picea sitchensis Carr.), Katsura (Cercidiphyllurn japonicurn Sieb. and Zucc.), Douglas fir (Pseudotsuga menziesii), Douglas fir laminated veneer and Cupiúba (Goupia glabra) are used for the purpose of this study.
format Article
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issn 2336-5382
language English
publishDate 2017-11-01
publisher Czech Technical University in Prague
record_format Article
series Acta Polytechnica CTU Proceedings
spelling doaj-art-c52eb3c5550e47eab76c832c19c454b02025-08-02T18:54:57ZengCzech Technical University in PragueActa Polytechnica CTU Proceedings2336-53822017-11-0113011512010.14311/APP.2017.13.01154010COMPARISON OF FAILURE CRITERIA FOR WOOD IN TENSILE-SHEAR STRESS STATEEliška Šmídová0Petr Kabele1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague 6, Czech RepublicCzech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague 6, Czech RepublicAn orthotropic failure criterion enhancing the Lourenco's criterion by a shear strength multiplier and a maximum shear strength upper bound has been recently proposed and validated for timber under tensile and shear loading by the authors. The paper discusses its applicability for predicting strength in comparison with Tsai-Hill criterion, Hankinson's and Hyperbolic formula applying the two above mentioned enhancements of the Lourenco's criterion. Experimental data available in the literature for off-axis tensile and shear test of Sitka spruce (Picea sitchensis Carr.), Katsura (Cercidiphyllurn japonicurn Sieb. and Zucc.), Douglas fir (Pseudotsuga menziesii), Douglas fir laminated veneer and Cupiúba (Goupia glabra) are used for the purpose of this study.https://ojs.cvut.cz/ojs/index.php/APP/article/view/4644orthotropic failure criterion, timber, off-axis tensile test, shear strength upper bound
spellingShingle Eliška Šmídová
Petr Kabele
COMPARISON OF FAILURE CRITERIA FOR WOOD IN TENSILE-SHEAR STRESS STATE
Acta Polytechnica CTU Proceedings
orthotropic failure criterion, timber, off-axis tensile test, shear strength upper bound
title COMPARISON OF FAILURE CRITERIA FOR WOOD IN TENSILE-SHEAR STRESS STATE
title_full COMPARISON OF FAILURE CRITERIA FOR WOOD IN TENSILE-SHEAR STRESS STATE
title_fullStr COMPARISON OF FAILURE CRITERIA FOR WOOD IN TENSILE-SHEAR STRESS STATE
title_full_unstemmed COMPARISON OF FAILURE CRITERIA FOR WOOD IN TENSILE-SHEAR STRESS STATE
title_short COMPARISON OF FAILURE CRITERIA FOR WOOD IN TENSILE-SHEAR STRESS STATE
title_sort comparison of failure criteria for wood in tensile shear stress state
topic orthotropic failure criterion, timber, off-axis tensile test, shear strength upper bound
url https://ojs.cvut.cz/ojs/index.php/APP/article/view/4644
work_keys_str_mv AT eliskasmidova comparisonoffailurecriteriaforwoodintensileshearstressstate
AT petrkabele comparisonoffailurecriteriaforwoodintensileshearstressstate