Outcome of special vibration controller techniques linked to a cracked beam

被引:19
作者
El-Sayed, A. T. [1 ]
Bauomy, H. S. [2 ,3 ]
机构
[1] Modern Acad Engn & Technol, Dept Basic Sci, Cairo, Egypt
[2] Prince Sattam Bin Abdulaziz Univ, Coll Arts & Sci, Dept Math, POB 54, Wadi Addawasir 11991, Saudi Arabia
[3] Zagazig Univ, Fac Sci, Dept Math, Zagazig 44519, Egypt
关键词
Cracked beam; Nonlinear integral positive position feedback; Multiple scales method; Stability; Integral resonant control; Positive position feedback; CANTILEVER BEAM; NONLINEAR DYNAMICS; FATIGUE-CRACK; IDENTIFICATION; BEHAVIOR; MODEL;
D O I
10.1016/j.apm.2018.06.045
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents a comparison between three different controller methods added to a cracked beam under the action of a harmonic excitation. Those three controllers are Positive Position Feedback (PPF), Integral Resonant Control (IRC) and Nonlinear Integral Positive Position Feedback (NIPPF) which be added to the measured system. The multiple scales method (MSM) is applied for getting the approximate solution on behalf of measured design. This method is effective to solve the major equations of measured system. Stability and effect of different coefficients of the system are demonstrated. The approximate solution response is established via numerical simulation outcome. NIPPF controller is the best one gives better results compared to the other two controllers in decreasing the high amplitude of the system. Comparison between mathematical solution and numerical simulation are considered. Relationship of formerly available papers is considered. (C) 2018 Elsevier Inc. All rights reserved.
引用
收藏
页码:266 / 287
页数:22
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