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个人信息Personal Information
教授
博士生导师
硕士生导师
任职 : 精密与特种加工教育部重点实验室 副主任; 中国光整加工专业委员会 主任委员; 中国生产工程学会 常务理事; 中国国际磨粒加工技术学会(ICAT)常务理事
性别:男
毕业院校:东北工学院
学位:博士
所在单位:机械工程学院
学科:机械制造及其自动化
办公地点:机械工程学院知方楼7185室
联系方式:0411-84706138 gaohang@dlut.edu.cn
电子邮箱:gaohang@dlut.edu.cn
Analysis of the in-plane shear behaviour of non-orthogonally textile reinforcements: Application to braided fabrics
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论文类型:期刊论文
发表时间:2018-11-15
发表刊物:COMPOSITES PART B-ENGINEERING
收录刊物:SCIE、Scopus
卷号:153
页面范围:159-166
ISSN号:1359-8368
关键字:Textile composites; Braided fabric; In-plane shear; Forming; Characterisation
摘要:The characterisation of in-plane shear behaviour during textile reinforcement forming is one of the most important factors to insure the quality of the preforms before resin impregnation. All experimental and numerical studies on the in-plane shear behaviour concern orthogonally fabrics, interlaced by weaving or stitched for NCF preforms. In the present work, the in-plane shear behaviour of non-orthogonally interlaced fabrics manufactured by braiding is studied. Braided fabrics are widely used as textile reinforcements to manufacture advanced composite parts. Due to the non-symmetric structure of braided reinforcements, it is necessary to study this shear behaviour not only in axial direction but also in transversal direction. A geometric criterion and an analytical model for in-plane shearing characterisation by the bias-extension test are developed firstly for any textile structure. Then, two types of fabrics, Flax/PA12 and E-glass braided fabrics, are performed in bias-extension tests for validating the theoretical model. Analytical and experimental results present a good agreement that demonstrates the bias-extension test can be used to characterise the in-plane shear behaviour of braided reinforcements. Moreover, the in-plane shear behaviour of the braided samples with different ratios of length to width is also discussed to analyse the influence of the dimension ratio on tested samples. The results show that varying dimension ratio does not change the shear moment/shear angle behaviour but could affect the shear load/displacement behaviour.