首页> 外文期刊>Composite Structures >Analysis of the mechanical behavior of composite T-joints reinforced by one side stitching
【24h】

Analysis of the mechanical behavior of composite T-joints reinforced by one side stitching

机译:侧缝加固复合T型接头力学性能分析

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

AbstractT-joints stiffeners made from carbon/epoxy composites have been increasingly applied in aeronautical structures, however as majority of the carbon fiber reinforced structures, they have faced with delamination problems. Through-the-thickness reinforcements for laminate composites have been studied as manner to increase transversal strength, especially reducing delamination. In the present work, carbon/epoxy T-joints reinforced transversally by one side stitching (OSS) and molded on Resin Transfer Molding (RTM) process have been performed as well as the reference (unstitched T-joints). The stitching position were designed after analysis of the unstitched T-joints by means of strain field on Digital Image Correlation (DIC) under pull-off test to better improve the areas submitted to large strain. Also, the stitched samples were mechanically tested in pull-off mode and were analyzed during tests by in situ microscopy and post-failure on Scanning Electron Microscopy .The energy release was better contained in the stitched structures especially in the critical region (delta-fillet), due to crack bridging that improved the delamination toughness. Otherwise, the stitch pattern generated by OSS process changed the strain fields asymmetrically when analyzed on DIC during tests. The stitched T-joints showed greater ultimate strength (25%) and load recovery post ultimate strength (19%) in comparison to the reference.
机译: 摘要 由碳/环氧树脂复合材料制成的T型接头加劲肋已越来越多地应用于航空结构,但是,由于大多数碳纤维增强结构,他们面临着分层问题。已经研究了层压复合材料的全厚度增强材料,以提高横向强度,尤其是减少分层。在当前的工作中,已经执行了碳纤维/环氧T形接头以及通过参考(未缝合的T形接头)进行横向加固的方法,该碳纤维/环氧T形接头通过侧缝(OSS)横向加固并在树脂传递模塑(RTM)工艺上成型。通过在拉拔试验下通过数字图像相关(DIC)上的应变场对未缝合的T型接头进行分析,从而设计出缝合位置,以更好地改善承受较大应变的区域。此外,缝合样品在拉出模式下进行了机械测试,并在测试过程中通过原位显微镜和扫描电子显微镜对失效后的样品进行了分析。能量释放更好地包含在缝合结构中,特别是在关键区域(δ圆角) ),由于裂纹桥接提高了分层韧性。否则,在测试期间在DIC上进行分析时,由OSS处理生成的针迹花样会不对称地改变应变场。与参考相比,缝合的T形接头显示出更大的极限强度(25%)和在极限强度后的载荷恢复(19%)。

著录项

  • 来源
    《Composite Structures》 |2018年第1期|249-255|共7页
  • 作者单位

    Laboratoire Roberval, Université de Technologie de Compiègne, UMR-CNRS 7337 Centre de Recherche de Royallieu;

    Laboratoire Roberval, Université de Technologie de Compiègne, UMR-CNRS 7337 Centre de Recherche de Royallieu;

    Laboratoire Roberval, Université de Technologie de Compiègne, UMR-CNRS 7337 Centre de Recherche de Royallieu;

    Aircelle Le Havre;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    One side stitching; T-joint stiffener; Delamination; Pull-off test;

    机译:一侧缝线;T型接头加劲肋;分层;拉拔试验;

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号