Studies on Evaluation for Long-Term Structural Performance of Pinus densiflora Sieb. et Zucc. (Ⅰ)-Shear Creep and Mechano-Sorptive Behavior of Drift Pin Jointed Lumber-

초록

This study was carried out to evaluate the mechano-sorptive deflection of shear creep of drift pin jointed solid wood. Specimens were the solid wood of Pinus densiflova. The joint was composed with steel plate and drift pin, 85mm in length and lOmm in diameter. The creep tests were conducted under the constant loads in an variable environment. Five different shearing loads were applied parallel to the grain of specimens. The shearing loads applied were 170, 340, 510, 680 and 850 kgf. The stress levels were 10, 20, and 30, 40 and 50% of the bearing strength obtained from the tension-type lateral strength test. The creep tests for specimens were carried out for 10300 hours. A few general conclusions could be drawn fiom this study: The mechano-sorptive deflection ( 6 ms) is defined as 6 ms = 6 t - ( 6 c + 6 sh) - 6 o, where 6't is the total deflection, 6 c is the pure creep, 6 sh is shrinkage-swelling behavior, and 6' o is the initial deflection. Changes of relative humidity may cause more severe creep deflection than those of constant humidity, especially during the drying process. The mechano-sorptive behaviors of specimens, except the effects of shrinkage and swelling, gradually increased with increasing time. The deflection is increased in desorption process and recovered in adsorption process. The deflections of drift pin jointed solid wood under different loads showed almost same tendency in all specimens. Although the creep deflection tendencies of each series are very similar, the specimens subjected to a large shearing load exhibit large creep deflections in the desorption process than do those to the small shearing load specimens.

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