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Influence of boundary conditions on the response of multilayered plates with cohesive interfaces and delaminations using a homogenized approach

机译:边界条件对采用均质方法的具有粘性界面和分层的多层板响应的影响

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Stress and displacement fields in multilayered composites with interfacial imperfections, such asimperfect bonding of the layers or delaminations, or where the plies are separated by thin interlayers allowingrelative motion, have large variations in the thickness, with characteristic zigzag patterns and jumps at the layerinterfaces. These effects are well captured by a model recently formulated by the author for multilayered plateswith imperfect interfaces and affine interfacial traction laws (Massabò & Campi, Meccanica, 2014, in press; ComposStruct, 2014, 116, 311-324). The model defines a homogenized displacement field, which satisfies interfacialcontinuity, and uses a variational technique to derive equilibrium equations depending on only six generalizeddisplacement functions, for any arbitrary numbers of layers and interfaces. The model accurately predictsstresses and displacements in simply supported, highly anisotropic, thick plates with continuous, slidinginterfaces. In this paper the model is applied to wide plates with clamped edges and some inconsistencies, whichhave been noted in the literature for models based on similar approaches and have limited their utilization, areexplained. A generalized transverse shear force is introduced as the gross stress resultant which is directlyrelated to the bending moment in the equilibrium equations of multilayered structures with imperfect interfacesand substitutes for the shear force of single-layer theory. An application to a delaminated wide plate highlightsthe potential and limitations of the proposed model for the solution of fracture mechanics problems.
机译:具有界面缺陷的多层复合材料中的应力和位移场,例如层的粘合不完善或分层,或者层被薄的中间层隔开以允许相对运动,厚度变化很大,具有锯齿形图案,并在层界面处跳跃。作者最近针对具有不完美界面和仿射界面牵引定律的多层板建立的模型很好地捕获了这些效应(Massabò&Campi,Meccanica,2014年,印刷中; ComposStruct,2014年,116,311-324)。该模型定义了满足界面连续性的均质化位移场,并使用变分技术来导出任意数量的层和界面而仅依赖于六个广义位移函数的平衡方程。该模型可准确预测具有连续滑动界面的简单支撑,高度各向异性的厚板的应力和位移。在本文中,该模型适用于具有夹紧边缘和某些不一致的宽板,在文献中已经针对基于类似方法的模型指出了这种局限性,并限制了它们的使用。在界面不完善的多层结构平衡方程中,将广义横向剪切力作为总应力引入,与弯曲矩直接相关,并代替单层理论的剪切力。在分层的宽板上的应用突出了所提出的模型解决断裂力学问题的潜力和局限性。

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