Stability Analysis of Frame Having FG Tapered Beam–Column
This study focuses on the analysis of the tapered beam–column having functionally graded section. By using two different methods, the substantial effects of the coupling–extensional bending of this structure are considered. Both second-order effects and flexibility of connections are considered in t...
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Published in | International journal of steel structures Vol. 19; no. 2; pp. 446 - 468 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Seoul
Korean Society of Steel Construction
01.04.2019
Springer Nature B.V 한국강구조학회 |
Subjects | |
Online Access | Get full text |
ISSN | 1598-2351 2093-6311 |
DOI | 10.1007/s13296-018-0133-8 |
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Abstract | This study focuses on the analysis of the tapered beam–column having functionally graded section. By using two different methods, the substantial effects of the coupling–extensional bending of this structure are considered. Both second-order effects and flexibility of connections are considered in the analysis. The suggested exact stiffness matrix is very general and suitable for analyzing any plane frame, which has non-prismatic members and various types of connections. By using this formulation, the frame stability analysis of the FG beam with power function will be performed. Furthermore, the effects of semi-rigid connections and supports on the buckling load of 2D frames will be studied. Finally, comparing the new responses with the available solutions shows the accuracy, efficiency and capabilities of the proposed stiffness matrix. In addition, some new problems, including 2D frame, especially gabled frame, are solved using authors’ schemes. |
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AbstractList | This study focuses on the analysis of the tapered beam–column having functionally graded section. By using two different methods, the substantial effects of the coupling–extensional bending of this structure are considered. Both second-order effects and flexibility of connections are considered in the analysis. The suggested exact stiffness matrix is very general and suitable for analyzing any plane frame, which has non-prismatic members and various types of connections. By using this formulation, the frame stability analysis of the FG beam with power function will be performed. Furthermore, the effects of semi-rigid connections and supports on the buckling load of 2D frames will be studied. Finally, comparing the new responses with the available solutions shows the accuracy, efficiency and capabilities of the proposed stiffness matrix. In addition, some new problems, including 2D frame, especially gabled frame, are solved using authors’ schemes. This study focuses on the analysis of the tapered beam–column having functionally graded section. By using two diff erent methods, the substantial eff ects of the coupling–extensional bending of this structure are considered. Both second-order eff ects and fl exibility of connections are considered in the analysis. The suggested exact stiff ness matrix is very general and suitable for analyzing any plane frame, which has non-prismatic members and various types of connections. By using this formulation, the frame stability analysis of the FG beam with power function will be performed. Furthermore, the eff ects of semi-rigid connections and supports on the buckling load of 2D frames will be studied. Finally, comparing the new responses with the available solutions shows the accuracy, effi ciency and capabilities of the proposed stiff ness matrix. In addition, some new problems, including 2D frame, especially gabled frame, are solved using authors’ schemes. KCI Citation Count: 0 |
Author | Masoodi, Amir R. Rezaiee-Pajand, M. |
Author_xml | – sequence: 1 givenname: M. orcidid: 0000-0002-8808-0011 surname: Rezaiee-Pajand fullname: Rezaiee-Pajand, M. email: rezaiee@um.ac.ir organization: Department of Civil Engineering, Ferdowsi University of Mashhad – sequence: 2 givenname: Amir R. surname: Masoodi fullname: Masoodi, Amir R. organization: Department of Civil Engineering, Ferdowsi University of Mashhad |
BackLink | https://www.kci.go.kr/kciportal/ci/sereArticleSearch/ciSereArtiView.kci?sereArticleSearchBean.artiId=ART002459213$$DAccess content in National Research Foundation of Korea (NRF) |
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Keywords | Coupling–extensional effect Functionally graded materials Exact stiffness matrix Buckling load Semi-rigid connections Second-order effects Non-prismatic beam |
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Snippet | This study focuses on the analysis of the tapered beam–column having functionally graded section. By using two different methods, the substantial effects of... This study focuses on the analysis of the tapered beam–column having functionally graded section. By using two diff erent methods, the substantial eff ects of... |
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SubjectTerms | Civil Engineering Engineering Functionally gradient materials Materials Science Semi-rigid connections Solid Mechanics Stability analysis Stiffness matrix 토목공학 |
Title | Stability Analysis of Frame Having FG Tapered Beam–Column |
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