Moving Force Identification—A Frequency and Time Domains Analysis

Author:

Law S. S.1,Chan Tommy H. T.1,Zeng Q. H.2

Affiliation:

1. Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hunghom, Kowloon, Hong Kong

2. Institute of Vibration Engineering, Nanjing University of Aeronautics & Astronautics, Nanjing 210016, P. R. China

Abstract

This paper addresses the problem of identifying a system of forces from vehicle crossing a guideway using only the vibration responses caused by the forces as the input without knowledge of the vehicle characteristics. The vehicle is modeled as a single axle and two-axle loads with fixed axle spacing moving on a simply supported beam with viscous damping. The equations of motion of the beam are obtained through modal coordinate transformation, and the resulting set of equations relating the Fourier transforms of the responses and the moving forces are converted into time domain by a new method proposed by the authors. Correctness of the identified forces are checked by the correlation between the measured responses and the responses reconstructed with the identified forces moving on the beam. Experimental result shows that the method is effective to give good correlation when both measured bending moment and acceleration are used, and it is faster and it gives more accurate estimate of the total mass of the vehicle than an existing method.

Publisher

ASME International

Subject

Computer Science Applications,Mechanical Engineering,Instrumentation,Information Systems,Control and Systems Engineering

Reference21 articles.

1. Bakht B. , and MosesF., 1988, “Lateral Distribution Factors for Highway Bridges,” Journal of Structural Engineering, ASCE, Vol. 114(8), pp. 1785–1803.

2. Bendat, J. S., and Piersol, A. G., 1993, Engineering Application of Correlation and Spectral Analysis, Wiley, Second Edition.

3. Cai Y. , ChenS. S., RoteD. N., and CoffeyH. T., 1994, “Vehicle/guideway interaction for high speed vehicles on a flexible guideway,” Journal of Sound and Vibration, Vol. 175(5), pp. 625–646.

4. Chan T. H. T. , and O’ConnorC., 1990, “Vehicle model for highway bridge impact,” Journal of Structural Engineering, American Society of Civil Engineers, Vol. 116(7), pp. 1772–1793.

5. Chan, T. H. T., Law, S. S., and Yung, T. H., 1997, “A comparative study of moving force identification,” The Sixth International Conference on Recent Advances in Structural Dynamics, University of Southampton, U.K., pp. 1083–1097.

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