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应力比对WC-Co硬质合金疲劳性能的影响

陈振华 黄瑞明 陈鼎 张忠健 徐涛

湖南大学学报(自然科学版)2017,Vol.44Issue(6):1-6,6.
湖南大学学报(自然科学版)2017,Vol.44Issue(6):1-6,6.DOI:10.16339/j.cnki.hdxbzkb.2017.06.001

应力比对WC-Co硬质合金疲劳性能的影响

Influence of Different Stress Ratios on Fatigue Behavior of WC-Co Cemented Carbides

陈振华 1黄瑞明 2陈鼎 1张忠健 1徐涛2

作者信息

  • 1. 湖南大学 材料科学与工程学院,湖南 长沙,410082
  • 2. 硬质合金国家重点实验室,湖南 株洲,412000
  • 折叠

摘要

Abstract

The three-point bending fatigue behaviors of WC-Co cemented carbides with different binder phase content and composition under cyclic loading at two different stress ratios (R=0.1 and R=0.5) were investigated.The characterization of the fracture surfaces was carried out by using a scanning electron microscope (SEM), and the fatigue mechanism was also studied.The results show that the macroscopic fracture morphology exhibited brittle fracture and toughness fracture.With the increase of Co content, the fatigue sensitivity decreased firstly and then increased.Cemented carbides with complex binder phase (Co + Ni + Cr) exhibited lower fatigue sensitivity than that of pure Co cemented carbides.The fracture mechanism transformed from brittle to ductile at the stress ratio changing from 0.1 to 0.5.With the increase of the stress ratio, the fatigue sensitivity was changed.

关键词

硬质合金/应力比/疲劳/粘结相

Key words

cemented carbides/stress ratio/fatigue/binder phase

分类

通用工业技术

引用本文复制引用

陈振华,黄瑞明,陈鼎,张忠健,徐涛..应力比对WC-Co硬质合金疲劳性能的影响[J].湖南大学学报(自然科学版),2017,44(6):1-6,6.

基金项目

硬质合金国家重点实验室项目(201403001), the Open Foundation of State Key Laboratory of Cemented Carbide (201403001). (201403001)

湖南大学学报(自然科学版)

OA北大核心CSCDCSTPCD

1674-2974

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