Edgewise Buckling of the Web of Prefabricated Wooden I-Joists under Perpendicular Loading
Such edgewise buckling performances under perpendicular loading of the web for prefabricated wooden I-Joist beam were found in this paper as: 1) Waferboard web appeared edgewise shearing rupture, but W-Ply appeared edgewise bending rupture; 2) The maximum perpendicular bearing capacity of W-Ply was higher than that of both WWB and BWB; the maximum perpendicular bearing capacity of bamboo waferboard web was higher than that of wood waferboard web; 3) The post edgewise buckling behaviors of wafeboad web was better than that of W-Ply.
edgewise buckling web wooden I-joist
Fu-Xing Yuan Shun-Zhong Yao Jing-Yue Xiao Hong-Jian Zhang
Faculty of Wood Science & Decoration Engineering, Southwest Forestry College, Kunming, China
国际会议
International Symposium on Wood Science and Technology(IAWPS 2008)(国际木材产品学会联合会2008学术研讨会)
哈尔滨
英文
201-202
2008-09-27（万方平台首次上网日期，不代表论文的发表时间）