Peculiarities of determining the mechanical characteristics of cross-laminated wood panels by modeling static loads
DOI:
https://doi.org/10.36930/42204612Keywords:
cross-laminated wood panel (CLT panel); mechanical characteristics; static loads; modeling; SolidWorks modeling softwareAbstract
The article actualizes the expediency of using cross-laminated wood panels (CLT panels) of Ukrainian production for construction. The article highlights the issue of determining certain mechanical parameters of 100 and 120 mm thick CLT panels by modeling static loads in the SolidWorks modeling program. The obtained modeling results indicate that the main mechanical characteristics of 100 mm thick panels are not inferior to 120 mm thick panels under a load of 5 masses of the corresponding panel, in particular: the displacement for both panels is practically the same, and the deformation is within the same limits, while the tensions that occur in a 100 mm thick panel are significantly lower than those that occur in a 120 mm thick panel. Thus, it can be claimed that 100 mm thick CLT panels are suitable for the construction of low-rise frame buildings instead of 120 mm thick CLT panels. Instead, a slight deterioration in the thermal and physical characteristics of 100 mm thick CLT panels can be compensated by the increased thickness of thermal insulation materials, the cost of which is somewhat higher. It has been established that the increase in the cost of thermal insulation materials for 100 mm thick CLT panels compared to the cost of thermal insulation materials for 120 mm thick CLT panels can be compensated by the lower cost of wood, since the manufacture of 100 mm thick CLT panels requires 0.628 m3 of wood per panel less than the manufacture of 120 mm thick CLT panels
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