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Study on FEM Model of Stretching Resistance of Bamboo Culm Integrated Bamboo Bundles Glulam

机译:竹秆综合竹捆甘蓝施拉耐力抗力模型研究

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In this paper,a new bamboo glulam is proposed.The material fully utilizes the characteristics of the hollow bamboo culm and easy integration of bamboo bundles,and realizes a hollow bamboo glulam.A three-dimension finite element model of the bamboo culm integrated bamboo bundle glulam was established using the continuum damage mechanics and cohesion element model,and the failure process of the glulam material under the tensile load was analysed.The results show that the fibers in the 1st and 2nd plys of the 90° bamboo bundles were stretched and failed,and the fibers in the 1st and 2nd plys of the 0° bamboo bundles didn’t fail.90° bamboo bundles ply 2 matrix compression failure occurred,the bamboo culm integrated bamboo bundles glulam tensile strength is 4 times higher than bamboo bundles glulam.
机译:在本文中,提出了一种新的竹子胶甘蓝。材料充分利用了空心竹秆的特点,易于整合竹束,实现了一个空心竹子Glulam.a三维有限元模型的竹秆综合竹束使用连续血压损伤力学和粘合元素模型建立了Gleulam,并且分析了拉伸载荷下胶石材料的故障过程。结果表明,90°竹束的第1和第2层的纤维拉伸并失效而且纤维在0°竹束的第1和第二层的纤维上没有失效.90°竹束普利2个基质压缩失效,竹秆综合竹束胶拉姆拉伸强度比竹束胶挤出4倍。

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