A Review of the Methods for Predicting the Effective In-Plane Shear Modulus of Cross-Laminated Timber (CLT)

<div>Shear strain components in the crossing areas due to (a) the translational deformation mechanism and (b) the rotational deformation mechanism [<a href="/journals/ace/2021/6616559/#B5">5</a>].</div>

Advances in Civil Engineering

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Figure 4

Figure 4: A Review of the Methods for Predicting the Effective In-Plane Shear Modulus of Cross-Laminated Timber (CLT) 