Bearing strength capacity of continuous supported timber beams / A. J. M. Leijten in Journal of structural engineering, Vol. 138 N° 2 (Fevrier 2012)  

Public ISBD [article]  inJournal of structural engineering > Vol. 138 N° 2 (Fevrier 2012) . - pp. 266-272 Titre : Bearing strength capacity of continuous supported timber beams : Unified approach for test methods and structural design codes Type de document : texte imprimé Auteurs : A. J. M. Leijten, Auteur ; S. Franke, Auteur ; P. Quenneville, Auteur Année de publication : 2012 Article en page(s) : pp. 266-272 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Timber Bearing Perpendicular to grain Capacity Radiata pine Compression strength Résumé : Bearing or compressive-strength capacity perpendicular to the grain of timber beams is a troublesome issue. Not only do many different load cases occur in practice that are not covered by structural timber design codes, but also these codes provide only a basic provision and vary throughout continents. Code design rules require the standardized compressive or bearing strength to be determined by test standards. An assessment of the results of standard test methods of the European Union, North America, and Australia/New Zealand shows incompatibility. It is demonstrated how previously incompatible results can be made compatible by using a physical model and some calibration tests. The proposed model offers a consistent and simple way to bridge the differences between both test standards and structural design codes. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v138/i2/p266_s1?isAuthorized=no [article] Bearing strength capacity of continuous supported timber beams : Unified approach for test methods and structural design codes [texte imprimé] / A. J. M. Leijten, Auteur ; S. Franke, Auteur ; P. Quenneville, Auteur . - 2012 . - pp. 266-272. Génie Civil Langues : Anglais (eng) in Journal of structural engineering > Vol. 138 N° 2 (Fevrier 2012) . - pp. 266-272 Mots-clés : Timber Bearing Perpendicular to grain Capacity Radiata pine Compression strength Résumé : Bearing or compressive-strength capacity perpendicular to the grain of timber beams is a troublesome issue. Not only do many different load cases occur in practice that are not covered by structural timber design codes, but also these codes provide only a basic provision and vary throughout continents. Code design rules require the standardized compressive or bearing strength to be determined by test standards. An assessment of the results of standard test methods of the European Union, North America, and Australia/New Zealand shows incompatibility. It is demonstrated how previously incompatible results can be made compatible by using a physical model and some calibration tests. The proposed model offers a consistent and simple way to bridge the differences between both test standards and structural design codes. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v138/i2/p266_s1?isAuthorized=no

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