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An inelastic analysis methodology for bonded joints with shear deformable, anisotropic adherends.

机译:具有剪切可变形各向异性被粘物的粘结接头的非弹性分析方法。

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The development of a one-dimensional analysis method for evaluating adhesively bonded joints composed of anisotropic adherends and adhesives that exhibit nonlinear material behavior is presented. The strain and resulting stress field in a general, bonded joint overlap are determined by using a variable-step, finite-difference solution algorithm to iteratively solve a system of first-order differential equations. Applied loading is given by a system of combined extensional, bending, and shear loads that are applied to the edge of the joint overlap. Adherends are assumed to behave as linear, cylindrically-bent plates using classical laminated plate theory that includes the effects of first-order transverse shear deformation. This provides a capability for modeling differences in the transverse shear modulus between each adherend. Using the deformation theory of plasticity and a modified von-Mises yield criterion, inelastic material behavior is modeled in the adhesive layer. Results for the proposed method are verified using the single-lap joint geometry against previous results from the literature and shown to be in excellent agreement. Convergence of the strain and stress fields determined using the finite-difference solver are described as a function of the number of evaluation points along the length of the joint. Additionally, design studies using the single-lap joint are presented that investigate the effects of changes to the joint overlap, adherend thickness, laminate stacking sequence of the adherend, adherend material properties, and adhesive material properties. Results from the design studies established a nonlinear relationship between changes in the bending and axial stiffness of the adherends due to laminate ply manipulations and a reduction in the inelastic adhesive strain and shear stress responses. Additionally, a minimal effect on the adhesive strain and stress responses was demonstrated by the results from the bonded joint models that had a difference between the transverse shear stiffness of the upper and lower adherends.
机译:提出了一种用于评估由各向异性被粘物和表现出非线性材料行为的粘合剂组成的粘合接头的一维分析方法的开发。通过使用可变步长的有限差分求解算法来迭代求解一阶微分方程组,可以确定一般的粘结接头重叠处的应变和应力场。施加的载荷是由组合的拉伸,弯曲和剪切载荷系统给出的,该系统将载荷施加到关节重叠的边缘。使用经典的叠层板理论,假定被粘物表现为线性圆柱弯曲板,其中包括一阶横向剪切变形的影响。这提供了建模每个被粘物之间的横向剪切模量差异的能力。使用可塑性变形理论和修正的von-Mises屈服准则,可以在胶粘剂层中模拟非弹性材料的行为。所提出的方法的结果已使用单膝关节几何体与文献中先前的结果进行了验证,并显示出极好的一致性。描述了使用有限差分求解器确定的应变场和应力场的收敛性,该收敛性是沿着接头长度的评估点数量的函数。此外,提出了使用单搭接接头的设计研究,该研究研究了接头重叠,被粘物厚度,被粘物的层压板堆叠顺序,被粘物材料特性和粘合材料特性变化的影响。设计研究的结果建立了由于层压板操纵而导致被粘物的弯曲度和轴向刚度变化与非弹性粘合剂应变和剪切应力响应降低之间的非线性关系。此外,粘合接头模型的结果表明,对粘合应变和应力响应的影响最小,上,下被粘物的横向剪切刚度之间存在差异。

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