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Mechanical behavior of regularly spaced Cross Laminated Timber panels : Modeling and experimental validation in ambient and fire conditions

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Academic year: 2021

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Figure 1.6: Innovative orientation of transverse layers at 45 ◦ . From Buck et al (2016) (top) and Chen and Lam (2013) (bottom)
Figure 1.9: Stress concentration in laterally unglued transverse CLT boards due to free edges found (a) experimentally by Hochreiner et al (2013) and (b) numerically by Flores et al (2016) (b) for out-of-plane loads
Figure 2.4: Schematic continuous (a) and discontinuous (b) Equivalent CLT Layers together with the layer’s reference frame
Figure 2.5: Pagano’s uni-axial (a) and bi-axial (b) bending configurations with corre- corre-sponding applied loads and boundary conditions
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