MDF is a wood-based surface material excellent in processability, homogeneity and environmental performance, and its structural use is desired in recent years. However, basic data on the assumed performance of single shear nailed joints used in structures is insufficient. For the purpose of collecting basic data, single shear tests of nailed joints were carried out by taking species of base material (Japanese cedar, Japanese cypress, Douglas fir), MDF thickness (9, 12, 15, 18, 21, 24 mm), and nail type (N50, CN50, CN65, CN75) as parameters. The test results are as follows. The yield mode was determined by the difference of the bearing resistance between the MDF and the lumber, and the failure mode was determined by whether or not nail-head pull-through of MDF required greater force than nail withdrawal from lumber. The yield load of the nailed joint increased as the length and diameter of the nail increased, and the bearing strength of the lumber was also affected. Since the ductility was determined by the lower strength between nail-head pull-through MDF and nail withdrawal from lumber, it was the highest when the two strengths were in the same range.
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