单轴拉伸作用下绳-橡胶复合材料试样的有限元微观模型

IF 1.3 Q3 ENGINEERING, MECHANICAL
G. Szabó, K. Varadi
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引用次数: 0

摘要

本研究的目的是检查位移,应变和应力,并预测可能的破坏机制,在纱线-基质水平的测试试样的铁路复合帘线橡胶空气制动管经受单轴拉伸的微观尺度模拟。此外,本文还旨在验证试件微观模型的材料性能。微模型基于本文作者先前创建的宏模型(通过将微模型的边界条件与宏模型的位移相匹配)。增强纱采用正交各向异性弹性材料模型描述,基体采用2参数Mooney-Rivlin模型描述,并通过单轴拉伸试验和三点弯曲试验进行验证。微模型的力-位移曲线与实验结果吻合较好。由于试样的短纱增强特性,纱线在增强层的载荷传递机制中起较少的主导作用。自由纱线末端的剪切应变较高,这标志着增强层剪切机制中剥离过程中可能发生破坏的起始位置。较高的剪切应变值意味着钢筋层中基质的剪切是荷载传递的主要模式。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
FE Micromodel of a Cord-rubber Composite Test Specimen Subjected to Uniaxial Tension
The aim of this study is to examine displacements, strains and stresses as well as to predict possible failure mechanisms arising at the yarn-matrix level of a test specimen of a railway composite cord-rubber air brake tube undergoing uniaxial tension by microscale modelling.Furthermore, this paper also aims to verify the material properties of the micromodel of the test specimen.The micromodel is based on macromodels (by matching the boundary conditions of the micromodels with displacements of the macromodels) created previously by authors of this article. The reinforcing yarns are described by an orthotropic, elastic material model, whereas the matrix has been described by a 2 parameter Mooney-Rivlin model, which all have been validated before by a uniaxial tensile test and a three-point bending test.Force-displacement curves of the micromodel and experimental results show a considerably good agreement.Yarns have a less dominant role in the load transfer mechanism of the reinforcement layers, because of the short-yarn reinforced nature of the specimen. Shear strains are high at free yarn ends marking the possible locations of failure initiation in debonding in the shear mechanism of the reinforcement layers. High shear strain values imply that the dominant mode of load transfer is shear in the matrix in the reinforcement layers.
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来源期刊
CiteScore
2.80
自引率
7.70%
发文量
33
审稿时长
20 weeks
期刊介绍: Periodica Polytechnica is a publisher of the Budapest University of Technology and Economics. It publishes seven international journals (Architecture, Chemical Engineering, Civil Engineering, Electrical Engineering, Mechanical Engineering, Social and Management Sciences, Transportation Engineering). The journals have free electronic versions.
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