Semi-Analytic Solution and Stability of a Space Truss Using a High-Order Taylor Series Method

This study is to analyse the dynamical instability (or the buckling) of a steel space truss using the accurate solutions obtained by the high-order Taylor series method. One is used to obtain numerical solutions for analysing instability, because it is difficult to find the analytic solution for a g...

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Main Authors: Sudeok Shon, Seungjae Lee, Junhong Ha, Changgeun Cho
Format: Article
Language:English
Published: MDPI AG 2015-05-01
Series:Materials
Subjects:
Online Access:http://www.mdpi.com/1996-1944/8/5/2400
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spelling doaj-b3cb6acefc2e40c5903e8c6d884e4d742020-11-24T23:11:57ZengMDPI AGMaterials1996-19442015-05-01852400241410.3390/ma8052400ma8052400Semi-Analytic Solution and Stability of a Space Truss Using a High-Order Taylor Series MethodSudeok Shon0Seungjae Lee1Junhong Ha2Changgeun Cho3School of Architectural Engineering, Korea University of Technology and Education, Cheonan 330-708, KoreaSchool of Architectural Engineering, Korea University of Technology and Education, Cheonan 330-708, KoreaSchool of Liberal Arts, Korea University of Technology and Education, Cheonan 330-708, KoreaSchool of Architecture, Chosun University, Gwangju 501-759, KoreaThis study is to analyse the dynamical instability (or the buckling) of a steel space truss using the accurate solutions obtained by the high-order Taylor series method. One is used to obtain numerical solutions for analysing instability, because it is difficult to find the analytic solution for a geometrical nonlinearity system. However, numerical solutions can yield incorrect analyses in the case of a space truss model with high nonlinearity. So, we use the semi-analytic solutions obtained by the high-order Taylor series to analyse the instability of the nonlinear truss system. Based on the semi-analytic solutions, we investigate the dynamical instability of the truss systems under step, sinusoidal and beating excitations. The analysis results show that the reliable attractors in the phase space can be observed even though various forces are excited. Furthermore, the dynamic buckling levels with periodic sinusoidal and beating excitations are lower, and the responses react sensitively according to the beating and the sinusoidal excitation.http://www.mdpi.com/1996-1944/8/5/2400steel space trussTaylor series methodsemi-analytical solutionsinusoidal excitationbeating excitationattractordynamic buckling
collection DOAJ
language English
format Article
sources DOAJ
author Sudeok Shon
Seungjae Lee
Junhong Ha
Changgeun Cho
spellingShingle Sudeok Shon
Seungjae Lee
Junhong Ha
Changgeun Cho
Semi-Analytic Solution and Stability of a Space Truss Using a High-Order Taylor Series Method
Materials
steel space truss
Taylor series method
semi-analytical solution
sinusoidal excitation
beating excitation
attractor
dynamic buckling
author_facet Sudeok Shon
Seungjae Lee
Junhong Ha
Changgeun Cho
author_sort Sudeok Shon
title Semi-Analytic Solution and Stability of a Space Truss Using a High-Order Taylor Series Method
title_short Semi-Analytic Solution and Stability of a Space Truss Using a High-Order Taylor Series Method
title_full Semi-Analytic Solution and Stability of a Space Truss Using a High-Order Taylor Series Method
title_fullStr Semi-Analytic Solution and Stability of a Space Truss Using a High-Order Taylor Series Method
title_full_unstemmed Semi-Analytic Solution and Stability of a Space Truss Using a High-Order Taylor Series Method
title_sort semi-analytic solution and stability of a space truss using a high-order taylor series method
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2015-05-01
description This study is to analyse the dynamical instability (or the buckling) of a steel space truss using the accurate solutions obtained by the high-order Taylor series method. One is used to obtain numerical solutions for analysing instability, because it is difficult to find the analytic solution for a geometrical nonlinearity system. However, numerical solutions can yield incorrect analyses in the case of a space truss model with high nonlinearity. So, we use the semi-analytic solutions obtained by the high-order Taylor series to analyse the instability of the nonlinear truss system. Based on the semi-analytic solutions, we investigate the dynamical instability of the truss systems under step, sinusoidal and beating excitations. The analysis results show that the reliable attractors in the phase space can be observed even though various forces are excited. Furthermore, the dynamic buckling levels with periodic sinusoidal and beating excitations are lower, and the responses react sensitively according to the beating and the sinusoidal excitation.
topic steel space truss
Taylor series method
semi-analytical solution
sinusoidal excitation
beating excitation
attractor
dynamic buckling
url http://www.mdpi.com/1996-1944/8/5/2400
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AT seungjaelee semianalyticsolutionandstabilityofaspacetrussusingahighordertaylorseriesmethod
AT junhongha semianalyticsolutionandstabilityofaspacetrussusingahighordertaylorseriesmethod
AT changgeuncho semianalyticsolutionandstabilityofaspacetrussusingahighordertaylorseriesmethod
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