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Adhesive stresses in axially-loaded tubular bonded joints – Part I: Critical review and finite element assessment of published models

机译:轴向加载的管状粘结接头中的粘合应力–第一部分:已发表模型的严格审查和有限元评估

摘要

Adhesive bonding of overlapping coaxial tubes of either conventional or composite materials is a joining solution often encountered in engineering structures. This paper reviews the underlying assumptions and assesses the accuracy offive published theoretical models for the adhesive stresses produced by axial loading of the tubular joint. The models scrutinized are those by Lubkin and Reissner (1956)[1], Shi and Cheng (1993)[3], Nayeb-Hashemi et al. (1997) [4], Pugno and Carpinteri (2003) [5] and Nemeşet al. (2006)[6]. Comparison of the model results with the outcome of ad-hoc finite element analyses onfive joint configurations shows that: (1) all models predict correctly the shear stresses; (2) only Lubkin and Reissner's model gives correct peel stress distributions; and (3) the axial and the hoop stresses are close to each other and are about one half of the peel stresses. The usefulness of an explicit closed-form solution, not provided by Lubkin and Reissner's theory, is recognized.
机译:传统或复合材料的重叠同轴管的粘接是工程结构中经常遇到的一种连接解决方​​案。本文回顾了基本假设,并评估了由管状接头的轴向载荷产生的粘附应力的精度官方认可的理论模型。仔细研究的模型是Lubkin和Reissner(1956)[1],Shi and Cheng(1993)[3],Nayeb-Hashemi等人的模型。 (1997)[4],Pugno和Carpinteri(2003)[5]和Nemeşet等。 (2006)[6]。将模型结果与五个接头结构的临时有限元分析结果进行比较,结果表明:(1)所有模型均正确预测了剪应力; (2)只有Lubkin和Reissner模型可以给出正确的剥离应力分布; (3)轴向应力和环向应力彼此接近,约为剥离应力的一半。 Lubkin和Reissner的理论未提供明确的封闭式解决方案的有用性,这一点已得到认可。

著录项

  • 作者

    E. Dragoni; L. Goglio;

  • 作者单位
  • 年度 2013
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  • 原文格式 PDF
  • 正文语种 eng
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