Enhanced Strain Beam Formulation Resolving Several Issues of Displacement-Based Elements for Nonlinear Analysis
AbstractThis paper presents an enhanced-strain beam formulation for the analysis of frame structures with material and geometric nonlinearities. The focus is on slender members, for which the Euler–Bernoulli beam theory can be adopted. The generalized strain enhancement vector, which only includes a...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Bowers, Jeremy [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2016 |
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| Rechteinformationen: |
Nutzungsrecht: © 2016 American Society of Civil Engineers |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Journal of engineering mechanics - Reston, Va. : American Society of Civil Engineers, ASCE, 1983, 142(2016), 9 |
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| Übergeordnetes Werk: |
volume:142 ; year:2016 ; number:9 |
| Links: |
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| DOI / URN: |
10.1061/(ASCE)EM.1943-7889.0001111 |
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| 520 | |a AbstractThis paper presents an enhanced-strain beam formulation for the analysis of frame structures with material and geometric nonlinearities. The focus is on slender members, for which the Euler–Bernoulli beam theory can be adopted. The generalized strain enhancement vector, which only includes an axial strain component, is introduced in an element for which the sectional response is evaluated at the two end points. When combined with a modified integration rule, the enhanced-strain formulation resolves inherent problems of displacement-based elements caused by the weak satisfaction of equilibrium, while ensuring a simpler and more robust element state determination algorithm compared to those of mixed and force-based elements. The accuracy of the proposed formulation is validated through a series of analyses. | ||
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10.1061/(ASCE)EM.1943-7889.0001111 doi PQ20161012 (DE-627)OLC198113672X (DE-599)GBVOLC198113672X (PRQ)a1226-52ed229ed01045278123f0b5f6de6ef28d813a681f952ad5eb386b5cc35885b0 (KEY)0009100620160000142000900000enhancedstrainbeamformulationresolvingseveralissue DE-627 ger DE-627 rakwb eng 690 DNB 56.11 bkl 50.31 bkl Bowers, Jeremy verfasserin aut Enhanced Strain Beam Formulation Resolving Several Issues of Displacement-Based Elements for Nonlinear Analysis 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractThis paper presents an enhanced-strain beam formulation for the analysis of frame structures with material and geometric nonlinearities. The focus is on slender members, for which the Euler–Bernoulli beam theory can be adopted. The generalized strain enhancement vector, which only includes an axial strain component, is introduced in an element for which the sectional response is evaluated at the two end points. When combined with a modified integration rule, the enhanced-strain formulation resolves inherent problems of displacement-based elements caused by the weak satisfaction of equilibrium, while ensuring a simpler and more robust element state determination algorithm compared to those of mixed and force-based elements. The accuracy of the proposed formulation is validated through a series of analyses. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Papers Koutromanos, Ioannis oth Enthalten in Journal of engineering mechanics Reston, Va. : American Society of Civil Engineers, ASCE, 1983 142(2016), 9 (DE-627)130750689 (DE-600)991019-0 (DE-576)016298284 0733-9399 nnns volume:142 year:2016 number:9 http://dx.doi.org/10.1061/(ASCE)EM.1943-7889.0001111 Volltext http://ascelibrary.org/doi/abs/10.1061/(ASCE)EM.1943-7889.0001111 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_20 GBV_ILN_23 GBV_ILN_70 GBV_ILN_100 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_4266 GBV_ILN_4319 GBV_ILN_4700 56.11 AVZ 50.31 AVZ AR 142 2016 9 |
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10.1061/(ASCE)EM.1943-7889.0001111 doi PQ20161012 (DE-627)OLC198113672X (DE-599)GBVOLC198113672X (PRQ)a1226-52ed229ed01045278123f0b5f6de6ef28d813a681f952ad5eb386b5cc35885b0 (KEY)0009100620160000142000900000enhancedstrainbeamformulationresolvingseveralissue DE-627 ger DE-627 rakwb eng 690 DNB 56.11 bkl 50.31 bkl Bowers, Jeremy verfasserin aut Enhanced Strain Beam Formulation Resolving Several Issues of Displacement-Based Elements for Nonlinear Analysis 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractThis paper presents an enhanced-strain beam formulation for the analysis of frame structures with material and geometric nonlinearities. The focus is on slender members, for which the Euler–Bernoulli beam theory can be adopted. The generalized strain enhancement vector, which only includes an axial strain component, is introduced in an element for which the sectional response is evaluated at the two end points. When combined with a modified integration rule, the enhanced-strain formulation resolves inherent problems of displacement-based elements caused by the weak satisfaction of equilibrium, while ensuring a simpler and more robust element state determination algorithm compared to those of mixed and force-based elements. The accuracy of the proposed formulation is validated through a series of analyses. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Papers Koutromanos, Ioannis oth Enthalten in Journal of engineering mechanics Reston, Va. : American Society of Civil Engineers, ASCE, 1983 142(2016), 9 (DE-627)130750689 (DE-600)991019-0 (DE-576)016298284 0733-9399 nnns volume:142 year:2016 number:9 http://dx.doi.org/10.1061/(ASCE)EM.1943-7889.0001111 Volltext http://ascelibrary.org/doi/abs/10.1061/(ASCE)EM.1943-7889.0001111 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_20 GBV_ILN_23 GBV_ILN_70 GBV_ILN_100 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_4266 GBV_ILN_4319 GBV_ILN_4700 56.11 AVZ 50.31 AVZ AR 142 2016 9 |
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10.1061/(ASCE)EM.1943-7889.0001111 doi PQ20161012 (DE-627)OLC198113672X (DE-599)GBVOLC198113672X (PRQ)a1226-52ed229ed01045278123f0b5f6de6ef28d813a681f952ad5eb386b5cc35885b0 (KEY)0009100620160000142000900000enhancedstrainbeamformulationresolvingseveralissue DE-627 ger DE-627 rakwb eng 690 DNB 56.11 bkl 50.31 bkl Bowers, Jeremy verfasserin aut Enhanced Strain Beam Formulation Resolving Several Issues of Displacement-Based Elements for Nonlinear Analysis 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractThis paper presents an enhanced-strain beam formulation for the analysis of frame structures with material and geometric nonlinearities. The focus is on slender members, for which the Euler–Bernoulli beam theory can be adopted. The generalized strain enhancement vector, which only includes an axial strain component, is introduced in an element for which the sectional response is evaluated at the two end points. When combined with a modified integration rule, the enhanced-strain formulation resolves inherent problems of displacement-based elements caused by the weak satisfaction of equilibrium, while ensuring a simpler and more robust element state determination algorithm compared to those of mixed and force-based elements. The accuracy of the proposed formulation is validated through a series of analyses. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Papers Koutromanos, Ioannis oth Enthalten in Journal of engineering mechanics Reston, Va. : American Society of Civil Engineers, ASCE, 1983 142(2016), 9 (DE-627)130750689 (DE-600)991019-0 (DE-576)016298284 0733-9399 nnns volume:142 year:2016 number:9 http://dx.doi.org/10.1061/(ASCE)EM.1943-7889.0001111 Volltext http://ascelibrary.org/doi/abs/10.1061/(ASCE)EM.1943-7889.0001111 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_20 GBV_ILN_23 GBV_ILN_70 GBV_ILN_100 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_4266 GBV_ILN_4319 GBV_ILN_4700 56.11 AVZ 50.31 AVZ AR 142 2016 9 |
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10.1061/(ASCE)EM.1943-7889.0001111 doi PQ20161012 (DE-627)OLC198113672X (DE-599)GBVOLC198113672X (PRQ)a1226-52ed229ed01045278123f0b5f6de6ef28d813a681f952ad5eb386b5cc35885b0 (KEY)0009100620160000142000900000enhancedstrainbeamformulationresolvingseveralissue DE-627 ger DE-627 rakwb eng 690 DNB 56.11 bkl 50.31 bkl Bowers, Jeremy verfasserin aut Enhanced Strain Beam Formulation Resolving Several Issues of Displacement-Based Elements for Nonlinear Analysis 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractThis paper presents an enhanced-strain beam formulation for the analysis of frame structures with material and geometric nonlinearities. The focus is on slender members, for which the Euler–Bernoulli beam theory can be adopted. The generalized strain enhancement vector, which only includes an axial strain component, is introduced in an element for which the sectional response is evaluated at the two end points. When combined with a modified integration rule, the enhanced-strain formulation resolves inherent problems of displacement-based elements caused by the weak satisfaction of equilibrium, while ensuring a simpler and more robust element state determination algorithm compared to those of mixed and force-based elements. The accuracy of the proposed formulation is validated through a series of analyses. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Papers Koutromanos, Ioannis oth Enthalten in Journal of engineering mechanics Reston, Va. : American Society of Civil Engineers, ASCE, 1983 142(2016), 9 (DE-627)130750689 (DE-600)991019-0 (DE-576)016298284 0733-9399 nnns volume:142 year:2016 number:9 http://dx.doi.org/10.1061/(ASCE)EM.1943-7889.0001111 Volltext http://ascelibrary.org/doi/abs/10.1061/(ASCE)EM.1943-7889.0001111 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_20 GBV_ILN_23 GBV_ILN_70 GBV_ILN_100 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_4266 GBV_ILN_4319 GBV_ILN_4700 56.11 AVZ 50.31 AVZ AR 142 2016 9 |
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10.1061/(ASCE)EM.1943-7889.0001111 |
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690 |
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enhanced strain beam formulation resolving several issues of displacement-based elements for nonlinear analysis |
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Enhanced Strain Beam Formulation Resolving Several Issues of Displacement-Based Elements for Nonlinear Analysis |
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AbstractThis paper presents an enhanced-strain beam formulation for the analysis of frame structures with material and geometric nonlinearities. The focus is on slender members, for which the Euler–Bernoulli beam theory can be adopted. The generalized strain enhancement vector, which only includes an axial strain component, is introduced in an element for which the sectional response is evaluated at the two end points. When combined with a modified integration rule, the enhanced-strain formulation resolves inherent problems of displacement-based elements caused by the weak satisfaction of equilibrium, while ensuring a simpler and more robust element state determination algorithm compared to those of mixed and force-based elements. The accuracy of the proposed formulation is validated through a series of analyses. |
| abstractGer |
AbstractThis paper presents an enhanced-strain beam formulation for the analysis of frame structures with material and geometric nonlinearities. The focus is on slender members, for which the Euler–Bernoulli beam theory can be adopted. The generalized strain enhancement vector, which only includes an axial strain component, is introduced in an element for which the sectional response is evaluated at the two end points. When combined with a modified integration rule, the enhanced-strain formulation resolves inherent problems of displacement-based elements caused by the weak satisfaction of equilibrium, while ensuring a simpler and more robust element state determination algorithm compared to those of mixed and force-based elements. The accuracy of the proposed formulation is validated through a series of analyses. |
| abstract_unstemmed |
AbstractThis paper presents an enhanced-strain beam formulation for the analysis of frame structures with material and geometric nonlinearities. The focus is on slender members, for which the Euler–Bernoulli beam theory can be adopted. The generalized strain enhancement vector, which only includes an axial strain component, is introduced in an element for which the sectional response is evaluated at the two end points. When combined with a modified integration rule, the enhanced-strain formulation resolves inherent problems of displacement-based elements caused by the weak satisfaction of equilibrium, while ensuring a simpler and more robust element state determination algorithm compared to those of mixed and force-based elements. The accuracy of the proposed formulation is validated through a series of analyses. |
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| title_short |
Enhanced Strain Beam Formulation Resolving Several Issues of Displacement-Based Elements for Nonlinear Analysis |
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