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Mixed-mode Ⅰ/Ⅱ fracture criteria for adhesively-bonded pultruded GFRP/steel joint

机译:混合模式Ⅰ/Ⅱ骨折标准粘粘粘结的覆盖GFRP /钢结构标准

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摘要

The pure mode-I, pure mode-II and the mixed-mode I/II fracture behavior of the adhesively-bonded pultruded GFRP/steel joint were experimentally investigated by using double cantilever beam (DCB) test, and four-point end-notched flexure (4ENF) test combined with four-point single leg bending (4SLB) test, respectively. The extended global method (EGM) was employed to obtain closed-form analytical solutions of mode-II fracture toughness for the 4ENF specimen and mixed-mode I/II fracture toughness components for the 4SLB specimen. Combined with the mode-I fracture toughness obtained by the experimental compliance method (ECM), the power law criteria in initiation and propagation processes were developed for adhesively-bonded pultruded GFRP/steel joint. Validation on the developed mixed-mode fracture criteria was performed through employing it to predict the load-displacement responses of the 4SLB specimens combined with VCCT. Finally, the mixedmode fracture criteria of the adhesively-bonded GFRP/steel joint were compared to those of the adhesivelybonded GFRP/GFRP joint for quantifying their difference.
机译:通过使用双悬臂梁(DCB)试验,通过使用双悬臂梁(DCB)测试来实验研究纯模式-i,纯模式-II和混合模式I / II断裂行为,并进行四点缺口弯曲(4enF)测试分别与四点单腿弯曲(4SLB)测试相结合。采用扩展的全局方法(EGM)来获得4°F标本和混合模式I / II断裂韧性的闭合形式的分析解,用于4SLB样本的混合模式I / II断裂韧性组分。结合通过实验顺应性方法(ECM)获得的模式-I断裂韧性,开发出启动和繁殖过程中的动力法标准,用于粘合粘合的覆粘粘合的GFRP /钢结构。通过采用它来预测与VCCT结合的4SLB样本的负载 - 位移响应来进行关于发育的混合模式骨折标准的验证。最后,将粘合的GFRP /钢接头的混合模型骨折标准与粘性GFRP / GFRP接头的混合骨折标准进行比较,用于量化它们的差异。

著录项

  • 来源
    《Composite Structures》 |2021年第1期|113012.1-113012.11|共11页
  • 作者单位

    Hunan Univ Coll Civil Engn Key Lab Damage Diag Engn Struct Hunan Prov Changsha 410082 Peoples R China|Hunan Univ Coll Civil Engn Key Lab Wind & Bridge Engn Hunan Prov Changsha 410082 Peoples R China;

    Hunan Univ Coll Civil Engn Key Lab Wind & Bridge Engn Hunan Prov Changsha 410082 Peoples R China;

    Tech Univ Carolo Wilhelmina Braunschweig Dept Organ & Wood Based Construct Mat Hopfengarten 20 D-38102 Braunschweig Germany|Fraunhofer Wilhelm Klauditz Inst WKI Ctr Light & Environm Friendly Struct Bienroder Weg 54E D-38108 Braunschweig Germany;

    Southeast Univ Sch Transportat Nanjing 210096 Peoples R China;

    Hunan Univ Coll Civil Engn Key Lab Wind & Bridge Engn Hunan Prov Changsha 410082 Peoples R China;

  • 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

    Adhesively-bonded composite/steel joint; Mixed-mode fracture behavior; 4SLB specimen; Power law criteria;

    机译:粘合复合材料/钢结构;混合模式骨折行为;4SLB标本;权力法标准;

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