Design of Cross Laminated Timber (CLT)

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37 Scopus citations

Abstract

This paper is focused on calculation and design methods for Cross Laminated Timber (CLT) elements. The influence of the shear deformation of the cross layers and the resulting consequences to the load bearing behaviour is explained. The main focus lies in the stresses caused by concentrated loads. Normal and shear stress distribution in the area of a concentrated load is calculated and evaluated for uniaxial spanned systems according to the shear analogy and by an FEM-calculation with shell elements. The differences of the results are explained. A simplified method shows how to consider the influence of the shear deformation on the longitudinal strain of a simply supported beam stressed by a concentrated load. Furthermore theoretical considerations and experimental investigations into the twisting stiffness of CLT-elements and its influence on load bearing behaviour are presented.

Original languageEnglish
Title of host publication10th World Conference on Timber Engineering 2008
Pages156-163
Number of pages8
StatePublished - 2008
Event10th World Conference on Timber Engineering 2008 - Miyazaki, Japan
Duration: 2 Jun 20085 Jun 2008

Publication series

Name10th World Conference on Timber Engineering 2008
Volume1

Conference

Conference10th World Conference on Timber Engineering 2008
Country/TerritoryJapan
CityMiyazaki
Period2/06/085/06/08

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