[1]束必清,张文娟,陶玉鹏,等. 重组竹力学性能及设计强度取值研究[J].西北林学院学报,2022,37(2):216-222.[doi:10.3969/j.issn.1001-7461.2022.02.30]
　SHU Bi-qing,ZHANG Wen-juan,TAO Yu-peng,et al. Mechanical Properties and Strength Design Value of Bamboo Scrimber[J].JOURNAL OF NORTHWEST FORESTRY UNIVERSITY,2022,37(2):216-222.[doi:10.3969/j.issn.1001-7461.2022.02.30]
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 重组竹力学性能及设计强度取值研究()
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《西北林学院学报》[ISSN:1001-7461/CN:61-1202/S]

卷:
第37卷
期数:
2022年第2期
页码:
216-222
栏目:
出版日期:
2022-03-31

文章信息/Info

Title:
 Mechanical Properties and Strength Design Value of Bamboo Scrimber
文章编号:
1001-7461(2022)02-0216-07
作者:
 束必清1; 2; 张文娟2; 陶玉鹏2; 李晨2; 张苏俊2; 肖忠平2; 傅乃强2; 俞君宝2; 顾一鸣2; 卢晓宁1*
 (1.南京林业大学 材料科学与工程学院，江苏 南京 210037；2.扬州工业职业技术学院 建筑工程学院，江苏 扬州 225127)
Author(s):
 SHU Bi-qing1; 2; ZHANG Wen-juan2; TAO Yu-peng2; LI Chen2; ZHANG Su-jun2; XIAO Zhong-ping2; FU Nai-qiang2; YU Jun-bao2; GU Yi-ming2; LU Xiao-ning1*
 (1.College of Materials Science and Engineering,Nanjing Forestry University,Nanjing 210037,Jiangsu,China; 2.College of Civil Engineering,Yangzhou Polytechnic Institute,Yangzhou 225127,Jiangsu,China)
关键词:
 ; 重组竹; 抗拉强度; 抗剪强度; 抗弯强度; 抗弯弹性模量
Keywords:
 ; bamboo scrimber;  tensile strength;  shear strength;  flexural strength;  elastic modulu of flexural
分类号:
S781.21
DOI:
10.3969/j.issn.1001-7461.2022.02.30
文献标志码:
A
摘要:
 竹材为快速可再生材料，性能优越，用于建筑领域可提高长期固碳能力、增加经济附加值，且建筑业迫切需要寻找再生资源降低对环境的影响。通过试验研究浙江省4～5年生毛竹枝下材制成的重组竹顺纹抗拉、顺纹抗剪、抗弯强度、抗弯弹性模量及其破坏模式，参照《木结构设计手册》分析其设计值，并将其与常见建筑材料进行对比。结果表明，顺纹抗拉强度设计值为16.3 MPa，抗拉破坏属于脆性破坏，破坏模式有3种：受拉纤维拉断、锯齿状界面剪切破坏、纤维拉断和界面剪切破坏同时发生；顺纹抗剪强度设计值为3.69 MPa，抗剪破坏属于脆性破坏，破坏模式为纤维界面的剪切破坏；抗弯强度设计值和抗弯弹性模量分别为33.8 MPa和8.3 GPa，抗弯破坏属于塑性破坏，破坏模式为受拉纤维先拉断、受压纤维后压溃破坏。重组竹可作为建筑结构主体受力材料使用，但须适当提高抗压和抗剪安全系数，用作受弯构件时以挠度控制较为准确。
Abstract:
 Bamboo timber is a fast growing and renewable material with superior performance.It can improve long-term carbon sequestration capacity and increase economic added value when it is used in the construction field.The construction industry urgently needs to find out renewable resources to reduce the negative impact on the environment.This paper experimentally studied the tensile strength,shear strength,flexural strength,flexural elastic modulus and failure mode of the bamboo scrimber made from 4-to 5-year-old bamboo timber from Zhejiang Province.The design values were analyzed with the reference of "Wood Structure Design Manual" and compared with common building materials.The design value of the tensile strength along the grain was 16.3 MPa,and the tensile failure was brittle failure.There were three failure modes:tensile fiber breakage,zigzag interface shear failure,fiber breakage and interface shear failure.The design value of the shear strength along the grain was 3.69 MPa,the shear failure was brittle failure,and the failure mode was the shear failure of the fiber interface.The design values of the flexural strength along the grain and the elastic modulus of the flexural strength along the grain were 33.8 MPa and 8.3 GPa,respectively.The flexural failure was plastic failure,and the failure mode was that the tensile fiber was broken first,and the compressive fiber was then crushed.It was suggested that the bamboo scrimber could be used as the main stress-bearing material of the building structure,but the safety factor of compression and shear must be appropriately increased.When it is used as a bending member,the deflection control is more accurate.

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备注/Memo

备注/Memo:
 收稿日期：2020-06-10修回日期：2021-05-31
基金项目：国家基金面上项目(51878590)；江苏省“六大人才高峰”高层次人才项目(JNHB-127)；国家重点研发计划课题(2017YFC0703501)；江苏省住建厅科技项目(2019ZD092、2020ZD40）；江苏省高校自然科学研究面上项目(20KJB560010)；江苏省自然科学基金(BK20170926)；扬州市市科技计划项目(YZ2019047)；校科研课题(2019xjzk014)。
第一作者：束必清，副教授，硕士。研究方向:新型建筑材料与建筑结构可靠性。E-mail：baishi1226@126.com
*通信作者：卢晓宁，教授，博士。研究方向:木材工业。E-mail：luxiaoning-nfu@126.com
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