收缩引起的夹持压力在水泥基复合材料纤维基粘结中的意义

Henrik Stang
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引用次数: 46

摘要

本文评估了收缩引起的夹持压力在水泥基复合材料中纤维基结合机制中的意义。本文描述了一种允许测量夹紧压力的实验装置,夹紧压力是在嵌入由胶结材料组成的基体中的弹性不均匀性上产生的,该胶结材料在水合过程中发生收缩(自收缩)。此外,本文还进行了必要的分析,以解释实验结果,并确定作用在嵌入相同胶结基质材料中的任何弹性不均匀性上的夹紧压力。纤维形状的不均匀性在水泥基复合材料系统中引起了特别的兴趣,并给出了高性能水泥基复合材中使用的两种典型水泥浆中三种典型纤维类型的夹紧压力的发展结果。假设纤维-基体界面上的摩擦为库仑型,并使用摩擦系数的典型值,结果表明,收缩引起的夹紧压力可能是决定拔出过程中在脱粘纤维-基体表面上观察到的摩擦应力的最重要因素之一。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Significance of shrinkage-induced clamping pressure in fiber-matrix bonding in cementitious composite materials

The present paper assesses the significance of shrinkage-induced clamping pressure in fiber-matrix bonding mechanisms in cementitious composite materials. The paper contains a description of an experimental setup that allows measurement of the clamping pressure, which develops on an elastic inhomogeneity embedded in a matrix consisting of a cementitious material undergoing shrinkage during hydration (autogenous shrinkage). Furthermore, the paper presents the analysis necessary to perform an interpretation of the experimental results and to determine the clamping pressure acting on any elastic inhomogeneity embedded in the same cementitious matrix material. Fiber-shaped inhomogeneities are of special interest in cementitious composite material systems, and results are presented for the development of clamping pressure on three typical fiber types in two typical cement pastes used in high performance cementitious composite materials. Assuming a Coulomb type of friction on the fiber-matrix interface and using typical values for the frictional coefficient, it is shown that the shrinkage-induced clamping pressure could be one of the most important factors determining the frictional stresses observed on debonded fiber-matrix interfaces during pullout.

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