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《Building Structure》 2010-01
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Experimental study on flexural performance of bamboo beams

Wei Yang~1,Jiang Shenxue~1,Lü Qingfang~2,Zhang Qisheng~1,Wang Libin~1, Lü Zhitao~2(1 Nanjing Forestry University,Nanjing 210037,China;2 Southeast University,Nanjing 210096,China)  
Ten large-size bamboo rectangular beams were tested to investigate bending performance of a new type of bamboo beams with emphasis on structural components.It was concluded that bamboo beams exhibited four kinds of typical failure modes,the control condition of the permit design load was the cross-section stiffness rather than material strength.Before the failure of bamboo beams,cross-section strain distribution along the height was linear,and the planesection assumption was established.At the same time,the new type of bamboo beams used in the anti-seismic living model room was introduced and the bamboo beams performance was tested well in practice.
【Fund】: 中国工程院咨询研究项目;; 国家“十一五”科技支撑计划(2006BAD11A16);; 江苏省教育厅资助项目(08KJD560003);; 江苏省建设厅科研资助项目(200808120001);; 国家“937”计划项目(2007CB714200)
【CateGory Index】: TU366.1
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