5プライ集成材の曲げ強度予測確率モデル(<小特集>木質材料小特集)
スポンサーリンク
概要
- 論文の詳細を見る
A probabilistic model was developed for predicting the bending strength of 5 ply glulam (beam depth:10〜12 cm) by using the distridution of the modulus of elastisity (MOE) of laminae. A random number generation method assuming relationship between the MOE and the modulus of a lamina was represented by weighted regression line and a standard error was proportional to the square root of the MOE was used in the model.In order to validate the model, a distribution of bending strenght of twenty eight kinds of 5 ply glulam (four species, seven arrangement of laminate) was predicted, and the results were compared with the actual test data kolmogorov-Smirnov (K-S) tests were conducted to ascertain the compatibility between the predicted snd the actual bending strength of the glulam. In twenty three predictions out of the twenty eight,a null hypothesis"The actual test date could be the samples from the predicted distribution."were rejected over the 20 percent critical value.
- 社団法人日本材料学会の論文
- 1990-09-15
著者
関連論文
- 鋼板くぎ打ち接合部の疲労特性
- 2804 LVL(単版積層材)の部分横圧縮試験
- OSBおよびPBの強度分布特性に及ぼす屋外暴露の影響
- 低質ベイマツラミナの曲げ・引張強度特性
- 竹材の圧縮・曲げ強度に及ぼす円孔の影響
- (2)新しい木材接合法の開発とその応用 : 大断面集成材構造への応用
- 木材接着系の構造信頼性
- 構造用LVLの引張強度分布
- 木材接着系の構造信頼性
- 5プライ集成材の曲げ強度予測確率モデル(木質材料小特集)