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...
Main Authors: | , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2015-05-01
|
Series: | Materials |
Subjects: | |
Online Access: | http://www.mdpi.com/1996-1944/8/5/2400 |
id |
doaj-b3cb6acefc2e40c5903e8c6d884e4d74 |
---|---|
record_format |
Article |
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 |
work_keys_str_mv |
AT sudeokshon semianalyticsolutionandstabilityofaspacetrussusingahighordertaylorseriesmethod AT seungjaelee semianalyticsolutionandstabilityofaspacetrussusingahighordertaylorseriesmethod AT junhongha semianalyticsolutionandstabilityofaspacetrussusingahighordertaylorseriesmethod AT changgeuncho semianalyticsolutionandstabilityofaspacetrussusingahighordertaylorseriesmethod |
_version_ |
1725603196981739520 |