ABSTRACT Using nail fastening technology to produce engineered wood by optimizing the combination of solid wood laminates is an effective means to optimize material utilization and reduce manufacturing complexity. This study explored the reliability of nail fastening technology in wood I-beam and analyzed that the connection method between the flanges and webs impacts the bending performance of the I-beam. The results showed that the connection method between the flanges and webs had important influence on the bending performance of the I-beam. The I-beams connected with nails and adhesive had better performance compared to those connected only with nails. Nail and adhesive combination laminated I-beams had a 159.85% and 495.84% increase in ultimate load and initial stiffness, respectively, compared to nail-laminated I-beams. The type of nail was an important factor to the bending performance of nail-laminated I-beams. Compared to round steel nails, self-tapping screws with stronger holding power were more suitable for the construction of I-beams. Installing stiffening ribs at the supports and loading points on both sides of the web enhanced the lateral stability and load-bearing capacity of the I-beams. The ultimate load and initial stiffness of I-beams with stiffening ribs increased by 28.26% and 5.74%, respectively, than the ones without stiffening ribs. The model established based on composite material mechanics theory could accurately predict the ultimate load capacity of self-tapping screw and adhesive combination laminated I-beams.
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