首页> 外文会议>The 7th ASME (American Society of Mechanical Engineers) NDE Topical Conference Apr 23-25, 2001 San Antonio, Texas >COMPARISON OF ACOUSTOELASTIC METHODS TO EVALUATE STRESSES IN STEEL PLATES AND BARS
【24h】

COMPARISON OF ACOUSTOELASTIC METHODS TO EVALUATE STRESSES IN STEEL PLATES AND BARS

机译:评估板和棒应力的声弹方法的比较

获取原文
获取原文并翻译 | 示例

摘要

Fabrication processes and events in service may cause residual stresses. Most of the methods for determining residual stresses inside metallic solids are destructive, which is undesirable. The ultrasonic technique provides a useful nondestructive tool in the evaluation of stresses. In bodies under traction like pressure vessels and bridges or railroad wheels, the technique can be used to prevent catastrophic failure. This work presents the application of shear and longitudinal waves in the determination of the stress state in a steel bar. A bar stressed by a hydraulic system is used to simulate the effect of the tensile stress. The stresses are recorded and compared with the real value calculated using the force and the bar transversal area. The comparison between the theoretic and experimental results shows that it is possible to correlate the tensile stresses and velocity with both methods, although the longitudinal critically refracted (L_(CR)) waves have greater sensitivity to the stress. For both techniques, there was less error at higher stress levels (above 40 MPa). Using LCR waves it is possible to get stresses with an error of less than three percent at the higher levels. For the birefringence (shear wave) technique, the error ranges from 0.2 to 31 percent.
机译:加工过程和使用中的事件可能会导致残余应力。用于确定金属固体内部残余应力的大多数方法都是破坏性的,这是不希望的。超声技术为评估应力提供了有用的非破坏性工具。在压力容器,桥梁或车轮等受牵引的物体中,该技术可用于防止灾难性故障。这项工作介绍了剪切波和纵波在确定钢筋应力状态时的应用。液压系统施加的压力杆用于模拟拉伸应力的影响。记录应力并将其与使用力和钢筋横向面积计算出的实际值进行比较。理论和实验结果之间的比较表明,尽管纵向临界折射(L_(CR))波对应力的敏感性更高,但两种方法都可以将拉伸应力和速度关联起来。对于这两种技术,在较高的应力水平(高于40 MPa)下,误差都较小。使用LCR波,在较高的水平上可以获得小于3%的误差的应力。对于双折射(剪切波)技术,误差范围为0.2%到31%。

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