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Originalveröffentlichung
DOI: 10.1007/978-94-007-7811-5_60

Tapered beams made of cross laminated timber

Flaig, Marcus; Blaß, Hans Joachim

Abstract:
A method to determine strength reduction factors for tapered beams made
of cross laminated timber (CLT) is presented. The method is based on EC5 equations
for the calculation of strength reduction factors for tapered glulam beams. For
CLT-beams, however, the required strength properties, i.e. the shear strength and
the tensile or compressive strength perpendicular to the longitudinal direction, are
determined considering the beam layup and the different failure modes both affecting
the characteristics of CLT-beams. The analytical approach was substantiated by
the good agreement that was found between the strength reduction factors obtained
from the analytical approach and the results of tests performed with double tapered
CLT-beams.


Zugehörige Institution(en) am KIT Versuchsanstalt für Stahl, Holz und Steine (VAKA)
Publikationstyp Buchaufsatz
Jahr 2014
Sprache Englisch
Identifikator ISBN: 978-94-007-7810-8
ISSN: 2211-0844
KITopen ID: 1000036842
Erschienen in Materials and Joints in Timber Structures. Ed.: S. Aicher
Auflage 1
Verlag Springer, Berlin
Seiten 667-676
Serie RILEM Bookseries ; 9
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