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Effect of fiber-to-matrix bond on the performance of inorganic matrix composites

机译:纤维对基质键对无机基质复合材料性能的影响

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摘要

The strengthening of masonry structures is nowadays performed by means of high-strength fibers embedded in inorganic matrix (FRCM) where lime or cement-based matrix is used instead of epoxy adhesive to reduce debonding issues between substrate and matrix. However, some sliding phenomena and cohesive failures between fibers and the matrix mortar can occur. The paper examines the effect on the FRCM efficiency of the mechanical properties of fiber and matrix and potential geometrical defects, which are possible in real field applications or in qualification tests. The model application to simulate bond tests on typical PBO-FRCM and Glass-FRCM allowed to analyse slips as well as normal and shear stresses both in the bundle and in the matrix constituting the FRCM, for different defects due to application issues. The result of numerical simulations seems to interpret well the results of the qualification tests with a multi-bundle effect that justifies their scatter. The approach can be applied by varying main mechanical properties of the materials (e.g. elastic modulus, fiber cross section, bond properties) to consider their intrinsic variability in the assessment of the performance of the FRCM system or by changing the type of materials (i.e. mortar and fibre) to optimize the FRCM system.
机译:现在通过嵌入无机基质(FRCM)中的高强度纤维来进行砖石结构的强化,其中使用石灰或水泥基质代替环氧粘合剂以减少基材和基质之间的剥离问题。然而,可能发生一些滑动现象和纤维之间的粘性故障和基质砂浆。本文研究了对纤维和基质的机械性能的影响以及潜在的几何缺陷的影响,可以在真实的现场应用中或验证测试中进行。模拟典型PBO-FRCM和玻璃-FRCM上的粘接测试的模型应用允许分析单束和构成FRCM的矩阵中的单个和剪切应力,因为应用问题不同的缺陷。数值模拟的结果似乎通过多束效应来解释符合资格测试的结果,这些效果证明了它们的分散。该方法可以通过改变材料的主要机械性能(例如弹性模量,纤维横截面,粘合性能)来施加,以考虑它们在评估FRCM系统的性能或改变材料类型(即砂浆的类型中的内在可变性和纤维)优化FRCM系统。

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