World Conference on Timber Engineering (WCTE 2023) 2023
DOI: 10.52202/069179-0366
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Experimental Analysis of the Influence of Openings in the Deflection of Cross-Laminated Timber Plates Loaded Out of Plane

Pablo Gonzalez-Serna,
Miguel Yurrita,
José Manuel Cabrero

Abstract: This paper presents a series of experimental tests that were conducted to investigate the effect of openings on the deformation of cross laminated timber (CLT) floor panels. A comparison is made between the tests results and different FE shell models and simplified beam models developed for prediction. The research aims to provide new design criteria and user-friendly models to enhance the predictability of CLT structures and increase its versatility as a building material.

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(4 citation statements)
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“…An extended opening width of 600 mm x 300 mm lead to a further decrease of the mean value of the fundamental frequency to 25,1 Hz and thus by 8,4 % compared to the condition without opening. For an in-depth view into the determination of values according to EN 384 [16], destructive test-results and further test-set ups, their execution and evaluation see the companion paper [8].…”
Section: Experimental Investigationsmentioning
confidence: 99%
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“…An extended opening width of 600 mm x 300 mm lead to a further decrease of the mean value of the fundamental frequency to 25,1 Hz and thus by 8,4 % compared to the condition without opening. For an in-depth view into the determination of values according to EN 384 [16], destructive test-results and further test-set ups, their execution and evaluation see the companion paper [8].…”
Section: Experimental Investigationsmentioning
confidence: 99%
“…Figure 12 shows the considered models: (A) modelling of each individual lamination as 2D Timoshenko-beam element, (B) modelling as a multi-layered structure with shell elements and (C) modelling as an equivalent single layered shell element with adjusted material values. For the discussion of further structural models of CLT elements with openings, see [8]. For an overview of the advantages and disadvantages of the investigated model types (A) -(C), see [15].…”
Section: Numerical Investigationsmentioning
confidence: 99%
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