Investigation of the Beam-Column and the Finite-Element Formulations: For Analyzing Geometrically Nonlinear Thermal Response of Plane Frames - Brossura
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The objective of this study is to investigate the accuracy and computational efficiency of two formulations for performing the geometrically nonlinear thermal analysis of plane framed structures. The formulations considered are the followings: the Beam-Column formulation and the updated Lagrangian version of the finite element formulation. The Beam-Column method is based on an Eulerian formulation that incorporates effects of large joint displacements. Local member force-deformation relationships are based on the Beam-Column approach that includes the axial strain, flexural bowing, and thermal strain. The results for nonlinear thermal responses were generated for three plane structures to compare the accuracy of deflection responses and the computational efficiency of the Newton-Raphson iteration cycles required.The results indicate that the Beam-Column method is powerful for the thermal analysis of plane frames. The accuracy of the SAP2000 generally depends on the number of steps and/or the number of elements per natural member. The Beam-Column formulation requires considerably fewer elements per member, fewer iteration cycles, and less time for thermal analysis than the SAP2000.
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Investigation of the Beam-Column and the Finite-Element Formulations
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LAP LAMBERT Academic Publishing Mai 2015, 2015
ISBN 10: 3659647586
ISBN 13: 9783659647581
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Da: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germania
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Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The objective of this study is to investigate the accuracy and computational efficiency of two formulations for performing the geometrically nonlinear thermal analysis of plane framed structures. The formulations considered are the followings: the Beam-Column formulation and the updated Lagrangian version of the finite element formulation. The Beam-Column method is based on an Eulerian formulation that incorporates effects of large joint displacements. Local member force-deformation relationships are based on the Beam-Column approach that includes the axial strain, flexural bowing, and thermal strain. The results for nonlinear thermal responses were generated for three plane structures to compare the accuracy of deflection responses and the computational efficiency of the Newton-Raphson iteration cycles required.The results indicate that the Beam-Column method is powerful for the thermal analysis of plane frames. The accuracy of the SAP2000 generally depends on the number of steps and/or the number of elements per natural member. The Beam-Column formulation requires considerably fewer elements per member, fewer iteration cycles, and less time for thermal analysis than the SAP2000. 84 pp. Englisch. Codice articolo 9783659647581
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Investigation of the Beam-Column and the Finite-Element Formulations
Editore:
LAP LAMBERT Academic Publishing Mai 2015, 2015
ISBN 10: 3659647586
ISBN 13: 9783659647581
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Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germania
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Taschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -The objective of this study is to investigate the accuracy and computational efficiency of two formulations for performing the geometrically nonlinear thermal analysis of plane framed structures. The formulations considered are the followings: the Beam-Column formulation and the updated Lagrangian version of the finite element formulation. The Beam-Column method is based on an Eulerian formulation that incorporates effects of large joint displacements. Local member force-deformation relationships are based on the Beam-Column approach that includes the axial strain, flexural bowing, and thermal strain. The results for nonlinear thermal responses were generated for three plane structures to compare the accuracy of deflection responses and the computational efficiency of the Newton-Raphson iteration cycles required.The results indicate that the Beam-Column method is powerful for the thermal analysis of plane frames. The accuracy of the SAP2000 generally depends on the number of steps and/or the number of elements per natural member. The Beam-Column formulation requires considerably fewer elements per member, fewer iteration cycles, and less time for thermal analysis than the SAP2000.Books on Demand GmbH, Überseering 33, 22297 Hamburg 84 pp. Englisch. Codice articolo 9783659647581
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Investigation of the Beam-Column and the Finite-Element Formulations : For Analyzing Geometrically Nonlinear Thermal Response of Plane Frames
Editore:
LAP LAMBERT Academic Publishing, 2015
ISBN 10: 3659647586
ISBN 13: 9783659647581
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Da: AHA-BUCH GmbH, Einbeck, Germania
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Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The objective of this study is to investigate the accuracy and computational efficiency of two formulations for performing the geometrically nonlinear thermal analysis of plane framed structures. The formulations considered are the followings: the Beam-Column formulation and the updated Lagrangian version of the finite element formulation. The Beam-Column method is based on an Eulerian formulation that incorporates effects of large joint displacements. Local member force-deformation relationships are based on the Beam-Column approach that includes the axial strain, flexural bowing, and thermal strain. The results for nonlinear thermal responses were generated for three plane structures to compare the accuracy of deflection responses and the computational efficiency of the Newton-Raphson iteration cycles required.The results indicate that the Beam-Column method is powerful for the thermal analysis of plane frames. The accuracy of the SAP2000 generally depends on the number of steps and/or the number of elements per natural member. The Beam-Column formulation requires considerably fewer elements per member, fewer iteration cycles, and less time for thermal analysis than the SAP2000. Codice articolo 9783659647581
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Investigation of the Beam-Column and the Finite-Element Formulations
Editore:
LAP Lambert Academic Publishing, 2015
ISBN 10: 3659647586
ISBN 13: 9783659647581
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