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This study investigates the lateral-torsional buckling capacity of wood composite I-beams with sinusoidal corrugated webs. It includes theoretical modeling, experimental validation, and parametric studies, revealing that sinusoidal webs can increase buckling load by at least 17.7% compared to flat webs. The findings provide insights for optimal design considerations in composite I-beam structures.

Author

Nguyễn Quốc Thắng

Language

EN