Experimental and theoretical analysis demonstrates the rigidity and deflection behavior of pine gluminum beams, suggesting predictable structural performance under multi-axis bending.
Experimental and theoretical studies of pine gluminum beams under direct and oblique bending were conducted. New data on the load-bearing capacity and deformability of the beams under such operating conditions were obtained. The ultimate deflections of gluminum beams under direct and oblique bending were established. Using the finite element method, the ultimate service moments of gluminum beams were determined.
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Pavluk et al. (2025) studied this question.
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