PSI - Issue 81

Denys Mykhailovskyi et al. / Procedia Structural Integrity 81 (2026) 333–338

336

Fig. 3. Numerical analysis of the reinforced CLT panel: a) displacement contours; b) longitudinal stress contours

Fig. 4. Numerical analysis of the reinforced CLT panel: a) shear stress contours; b) shear stress contours in the panel cross-section

Table 2. The volume of experimental research. Panel name Мах. displacements, mm

Мах. longitudinal stresses, MPa Max. shear stresses, MPa

Panel - 1 Panel - 2 Panel - 3 Panel - 4

7.41 7.38 7.36 7.35

4.19 4.17 4.14 4.12

0.272 0.212 0.145 0.079