A DIRECT BASED METHOD WITH AN ANALYTICAL CAPABILITY PARAMETER TO DETECT OPEN CRACKS ON FREE VIBRATING BEAMS

Author:

Carrizo Marcos Ruben1,Raffo Javier Leandro1

Affiliation:

1. National Technological University, Argentina

Abstract

This paper presents analysis of a mechanical system composed of free vibration of an Euler-Bernoulli beam with an open crack. Two new proposals have been presented to analyse such systems: a direct crack identification method to obtain the crack properties and a theoretical margin of detection parameter to quantify the capability of the theoretical model used to detect a single crack. The direct crack identification method uses first three natural frequencies of a cracked beam to obtain the unknown crack location and depth without solving the inverse vibration problem. On the other hand, the theoretical margin of detection parameter provides capability to the analytical model to detect the location and depth of an open crack using the first three natural frequencies as a function of crack location and depth for different end conditions. To show the robustness of the direct crack identification method, errors on the first three exact values of the natural frequency parameters of the cracked beam are induced before applying the proposed method and the resulting errors were calculated. Contour plots have been developed for classical and elastically restrained end conditions to predict the detectable zones as a function of crack location and depth. The proposed analysis has been carried out on the widely used closed-form solution of the beam model.

Publisher

NED University of Engineering and Technology

Subject

General Medicine

Reference31 articles.

1. Richardson MH. Detection of Damage in Structures from Changes in their Dynamic (Modal) Properties - A Survey. Technical Evaluation Report (NUREG/CR-1431). US Nuclear Regulatory Commission, Washington, DC, 1980.

2. Doebling SW, Farrar CR, Prime MB, Shevitz PW. Damage Identification and Health Monitoring of Structural and Mechanical Systems from Changes in their Vibration Characteristics: A Literature Review. Report Number: LA-13070-MS, Los Alamos National Laboratory, Los Alamos, New Mexico, USA, 1996. 136 p.

3. Salawu OS. Detection of Structural Damage through Changes in Frequency: A Review. Eng Struc 1997;19:718-723.

4. Sohn H, Farrar C, Hemez FM, Shunk DD, Stinemates DW, Nadler BR. A Review of Structural Health Monitoring Literature: 1996-2001. Report Number: LA-13976-MS, Los Alamos National Laboratory Report, 2004.

5. Dimarogonas AD. Vibration of Cracked Structures: A State of the Art Review. Eng Frac Mech 1996;55(5):831-857.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3