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Flexural Properties of Structural Bamboo/Wood Box Beams

机译:结构竹/木箱梁的弯曲性能

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Laminated Moso bamboo members were developed and used as flanges and Japanese cedar lumbers were used as web members to investigate the flexural performance of bamboo/wood box beams in this study. The results showed that the maximum loading capacities of beams fabricated with either horizontally or vertically laminated bamboo flanges were higher than that of beams with solid wood flanges. Box beams reinforced with either 10d box nails or wood screws between the interface of bamboo flange and solid wood web had higher maximum loading capacities than that of solid wood box beams. Based on the design deflection limitation, box beams fabricated with laminated bamboo flanges can provide equivalent distributed loads between 1.85 and 2.09 KN/m, which are 30.9 to 47.5% higher than that of solid beams.
机译:作为凸缘和日本雪松木材被用作网状成员,以研究本研究中的竹/木箱梁的弯曲性能,用作凸缘。结果表明,水平或垂直层压的竹凸梁制造的光束的最大加载能力高于具有实木凸缘的梁的梁。用竹法兰和实木网界面之间的10D盒子钉或木螺钉加强的盒子梁具有更高的最大负载能力,而不是实木盒梁。基于设计偏转限制,采用层压竹法兰制造的箱梁可以提供1.85和2.09KN / m之间的等效分布载荷,比固体光束高30.9%至47.5%。

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