首页> 外文会议>10th EMAS regional workshop on electron probe microanalysis of materials today : Practical aspects >USE OF EBSD IN THE ASSESSMENT OF MICROSTRUCTURE-MECHANICAL PROPERTIES RELATIONS IN STEELS
【24h】

USE OF EBSD IN THE ASSESSMENT OF MICROSTRUCTURE-MECHANICAL PROPERTIES RELATIONS IN STEELS

机译:EBSD在评估钢的微观结构与机械性能关系中的应用

获取原文
获取原文并翻译 | 示例

摘要

The proper balance between yield strength, YS, and ductile to brittle transition temperature, DBTT, has been the main concern during development of high strength engineering steels and the effect of microstructure on impact toughness has attracted a great attention during the last decades. In this paper a review concerning the relationship between strength and toughness as derived by means of EBSD technique is presented and the effect of different microstructural parameters is discussed, aiming to improve such properties in designing new high strength steels. Complex microstructures, obtained by quenching and tempering (Q&T) and thermo-mechanical (TM) processing are considered. The steels are low/medium carbon steels (C = 0.04 - 0.40 %) with yield strength in the range YS = 500 - 1,000 MPa. Results show that the strength and the impact toughness behaviour are controlled by different microstructural parameters and not, as in the case of polygonal ferritic steels, by the same structural unit (the grain size) and that a "fine" microstructure is required in order to achieve high levels of both strength and toughness. The metallurgical design of high strength steels with toughness requirements is discussed using the same approach for both Q&T and TMCP processes.
机译:屈服强度YS和韧性至脆性转变温度DBTT之间的适当平衡一直是高强度工程钢开发过程中的主要关注点,并且在过去的几十年中,显微组织对冲击韧性的影响引起了极大的关注。本文对利用EBSD技术得出的强度与韧性之间的关系进行了综述,并讨论了不同微观结构参数的影响,旨在改善设计新高强度钢时的性能。考虑通过淬火和回火(Q&T)和热机械(TM)处理获得的复杂微结构。这些钢是屈服强度在YS = 500-1,000 MPa范围内的低/中碳钢(C = 0.04-0.40%)。结果表明,强度和冲击韧性行为是由不同的微结构参数控制的,而不是像多边形铁素体钢那样,是由相同的结构单位(晶粒度)控制的,并且需要“精细”的微观结构来控制达到高水平的强度和韧性。对于Q&T和TMCP工艺,使用相同的方法讨论了具有韧性要求的高强度钢的冶金设计。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号