Interfacial stresses in externally FRP-plated structures: effect of shear deformations and fiber orientation

B. Kerboua, El Abbes, A. Bedia, Abdelouahad Tounsi
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引用次数: 0

Abstract

The composite fiber materials of polymers (FRP) have physical properties, which are exploited recently for the reinforcement and rehabilitation of the structures, in mechanical, civil engineering and biomedical field, subjected to degradation or default risks. Since a beam without any form of reinforcement will fail when subjected to a relatively small tensile load. Therefore the use of the FRP to strengthen the structures is an effective solution to increase the overall strength technique. In this paper, a new theoretical approach model to estimate shear and peel-off stresses is proposed. Axial stresses and bending moment coupled with shear deformation and thermal effect in an FRP-strengthened beam are considered, including the variation in FRP plate fiber orientation.
外镀frp结构中的界面应力:剪切变形和纤维取向的影响
聚合物复合纤维材料(FRP)具有良好的物理性能,近年来被广泛应用于机械、土木工程和生物医学等领域中存在退化或违约风险的结构的加固和修复。因为没有任何形式的加固的梁在受到相对较小的拉伸载荷时会失效。因此,采用FRP对结构进行加固是提高结构整体强度的有效解决方案。本文提出了一种新的估计剪切和剥离应力的理论方法模型。考虑了FRP加固梁的轴向应力和弯矩、剪切变形和热效应,包括FRP板纤维取向的变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Mecanique & Industries
Mecanique & Industries 工程技术-工程:机械
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