Large Angle Bending Behavior of Curved Members UsingThe Method of Characteristics

This paper deals with the nonlinear large-angle bending dynamic analysis of curved beams which investigated by modeling waves transmission along curved members. The approach depends on the wave propagation in one-dimensional structural element using the method of characteristics. The method of chara...

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Autores principales:	Essam Z. Fadhel, Ahmed A. Al-Rajihy, Haitham H. Al-Da'ami
Formato:	article
Lenguaje:	EN
Publicado:	Al-Khwarizmi College of Engineering – University of Baghdad 2008
Materias:	Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040
Acceso en línea:	https://doaj.org/article/fd17591473f449f9b1232d0807525f9a
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spelling	oai:doaj.org-article:fd17591473f449f9b1232d0807525f9a2021-12-02T05:01:20ZLarge Angle Bending Behavior of Curved Members UsingThe Method of Characteristics1818-1171https://doaj.org/article/fd17591473f449f9b1232d0807525f9a2008-01-01T00:00:00Zhttp://www.iasj.net/iasj?func=fulltext&aId=2199https://doaj.org/toc/1818-1171This paper deals with the nonlinear large-angle bending dynamic analysis of curved beams which investigated by modeling waves transmission along curved members. The approach depends on the wave propagation in one-dimensional structural element using the method of characteristics. The method of characteristics (MOC) is found to be a suitable method for idealizing the wave propagation inside structural systems. Timoshenkos beam theory, which includes transverse shear deformation and rotary inertia effects, is adopted in the analysis. Only geometrical non-linearity is considered in this study and the material is assumed to be linearly elastic. Different boundary conditions and loading cases are examined.<br />From the results obtained, it is found that the geometrical shape, boundary conditions, material properties of the members as well as the load type and direction have considerable effects on the response of the member.<br />Essam Z. FadhelAhmed A. Al-RajihyHaitham H. Al-Da'amiAl-Khwarizmi College of Engineering – University of BaghdadarticleChemical engineeringTP155-156Engineering (General). Civil engineering (General)TA1-2040ENAl-Khawarizmi Engineering Journal, Vol 4, Iss 4, Pp 91-105 (2008)
institution	DOAJ
collection	DOAJ
language	EN
topic	Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040
spellingShingle	Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040 Essam Z. Fadhel Ahmed A. Al-Rajihy Haitham H. Al-Da'ami Large Angle Bending Behavior of Curved Members UsingThe Method of Characteristics
description	This paper deals with the nonlinear large-angle bending dynamic analysis of curved beams which investigated by modeling waves transmission along curved members. The approach depends on the wave propagation in one-dimensional structural element using the method of characteristics. The method of characteristics (MOC) is found to be a suitable method for idealizing the wave propagation inside structural systems. Timoshenkos beam theory, which includes transverse shear deformation and rotary inertia effects, is adopted in the analysis. Only geometrical non-linearity is considered in this study and the material is assumed to be linearly elastic. Different boundary conditions and loading cases are examined.<br />From the results obtained, it is found that the geometrical shape, boundary conditions, material properties of the members as well as the load type and direction have considerable effects on the response of the member.<br />
format	article
author	Essam Z. Fadhel Ahmed A. Al-Rajihy Haitham H. Al-Da'ami
author_facet	Essam Z. Fadhel Ahmed A. Al-Rajihy Haitham H. Al-Da'ami
author_sort	Essam Z. Fadhel
title	Large Angle Bending Behavior of Curved Members UsingThe Method of Characteristics
title_short	Large Angle Bending Behavior of Curved Members UsingThe Method of Characteristics
title_full	Large Angle Bending Behavior of Curved Members UsingThe Method of Characteristics
title_fullStr	Large Angle Bending Behavior of Curved Members UsingThe Method of Characteristics
title_full_unstemmed	Large Angle Bending Behavior of Curved Members UsingThe Method of Characteristics
title_sort	large angle bending behavior of curved members usingthe method of characteristics
publisher	Al-Khwarizmi College of Engineering – University of Baghdad
publishDate	2008
url	https://doaj.org/article/fd17591473f449f9b1232d0807525f9a
work_keys_str_mv	AT essamzfadhel largeanglebendingbehaviorofcurvedmembersusingthemethodofcharacteristics AT ahmedaalrajihy largeanglebendingbehaviorofcurvedmembersusingthemethodofcharacteristics AT haithamhaldaaposami largeanglebendingbehaviorofcurvedmembersusingthemethodofcharacteristics
_version_	1718400868467867648

Large Angle Bending Behavior of Curved Members UsingThe Method of Characteristics

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