...
首页> 外文期刊>Applied optics >Experimental study on the effect of defect curvature on the impact fracture behavior of structures using the real-virtual caustics method
【24h】

Experimental study on the effect of defect curvature on the impact fracture behavior of structures using the real-virtual caustics method

机译:缺陷曲率对结构缺陷曲率效果的实验研究使用真空焦化法的结构抗冲击性能

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

Defects have significant influence on the impact fracture behavior of structures. In this paper, the real-virtual caustics method is used to study the impact fracture behavior of structures with elliptical arc defects under impact loading of the drop hammer, and the impact loading process is simultaneously analyzed. The research results show that impact loading of the drop hammer in this experiment is a multi-period dynamic loading process, and the fracture of specimens under impact loading of the drop hammer is an energy-controlled process. The running crack initiates under impact loading and propagates toward the elliptical arc defect. After reaching the end of the elliptical arc defect, the running crack arrests and accumulates energy, and then it initiates again and propagates toward the loading position. The greater the end curvature of the elliptical arc defect, the shorter the time for the running crack to stagnate and accumulate energy at the defect end, and the earlier the time for the running crack to initiate again at the defect end, the smaller the impact loading stress of the drop hammer and the dynamic stress intensity factor of running crack tip when the running crack initiates again at the defect end. (C) 2021 Optical Society of America
机译:缺陷对结构的冲击断裂行为有重要影响。本文采用实虚焦散线法研究了含椭圆弧缺陷结构在落锤冲击载荷作用下的冲击断裂行为,并对冲击载荷过程进行了分析。研究结果表明,本实验中落锤的冲击加载是一个多周期的动态加载过程,落锤冲击加载下试件的断裂是一个能量控制的过程。运行裂纹在冲击载荷下开始,并向椭圆弧缺陷扩展。在到达椭圆弧缺陷末端后,运行裂纹停止并积累能量,然后再次启动并向加载位置扩展。椭圆弧缺陷的端部曲率越大,运行裂纹在缺陷端停滞和积累能量的时间越短,运行裂纹在缺陷端再次开始的时间越早,当运行裂纹在缺陷端再次萌生时,落锤的冲击载荷应力和运行裂纹尖端的动态应力强度因子越小。(2021)美国光学学会

著录项

  • 来源
    《Applied optics》 |2021年第16期|共8页
  • 作者单位

    Univ Sci &

    Technol Beijing Sch Civil &

    Resource Engn Beijing 100083 Peoples R China;

    Univ Sci &

    Technol Beijing Sch Civil &

    Resource Engn Beijing 100083 Peoples R China;

    Univ Sci &

    Technol Beijing Sch Civil &

    Resource Engn Beijing 100083 Peoples R China;

    Univ Sci &

    Technol Beijing Sch Civil &

    Resource Engn Beijing 100083 Peoples R China;

    Univ Sci &

    Technol Beijing Sch Civil &

    Resource Engn Beijing 100083 Peoples R China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 应用;
  • 关键词

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