增韧脆性材料中裂纹桥接韧性增强的变形

P.A. Mataga
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引用次数: 158

摘要

与未增韧的基体材料相比,在脆性材料中加入分散的延性相可以显著提高抗断裂能力。通常重要的机制似乎是由完整的韧性韧带在推进的裂纹尖端后桥接。虽然有一个预测桥接机制韧性增强的框架,但目前还没有提供典型韧带的载荷-拉伸关系所需的韧带变形的详细模型。本文对受周围弹性基体材料约束的塑性变形韧带进行了数值模拟,并提取了相应的韧性增强信息。为了研究这种变形过程以及对技术上重要的复合材料测量的韧性,需要对模型实验进行比较。结果表明,沿韧带与基体界面的脱粘可以增强韧性相的增韧效果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Deformation of crack-bridging ductile reinforcements in toughened brittle materials

The addition of a dispersed ductile phase to a brittle material can lead to significant increases in fracture resistance compared to the untoughened matrix material. Often the important mechanism appears to be bridging by intact ductile ligaments behind the advancing crack tip. Although a framework for predicting toughness enhancements from bridging mechanisms exists, the required detailed model of ligament deformation which would provide the load-extension relation for a typical ligament has not been available. In this paper, numerical modeling of a plastically deforming ligament constrained by surrounding elastic matrix material is performed and the relevant toughness enhancement information extracted. Comparison is made to model experiments as needed to investigate such deformation processes as well as to toughnesses measured for technologically important composites. The results suggest that debonding along the interface between the ligament and the matrix may enhance the toughening effect of a ductile phase.

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