Four-node shell element for doubly curved multilayered composites based on the Refined Zigzag Theory
In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Versino, Daniele [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2014transfer abstract |
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| Schlagwörter: |
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| Umfang: |
11 |
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| Übergeordnetes Werk: |
Enthalten in: Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash - Davey, Benjamin ELSEVIER, 2022, an international journal, Amsterdam |
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| Übergeordnetes Werk: |
volume:118 ; year:2014 ; pages:392-402 ; extent:11 |
| Links: |
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| DOI / URN: |
10.1016/j.compstruct.2014.08.018 |
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ELV02258174X |
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| 245 | 1 | 0 | |a Four-node shell element for doubly curved multilayered composites based on the Refined Zigzag Theory |
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| 520 | |a In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. | ||
| 520 | |a In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. | ||
| 650 | 7 | |a Laminated composites |2 Elsevier | |
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10.1016/j.compstruct.2014.08.018 doi GBVA2014008000001.pica (DE-627)ELV02258174X (ELSEVIER)S0263-8223(14)00408-5 DE-627 ger DE-627 rakwb eng 670 670 DE-600 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl Versino, Daniele verfasserin aut Four-node shell element for doubly curved multilayered composites based on the Refined Zigzag Theory 2014transfer abstract 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. Laminated composites Elsevier Small deformations Elsevier Reduced integration Elsevier Doubly curved shell element Elsevier Refined Zigzag Theory Elsevier Gherlone, Marco oth Di Sciuva, Marco oth Enthalten in Elsevier Davey, Benjamin ELSEVIER Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash 2022 an international journal Amsterdam (DE-627)ELV007891687 volume:118 year:2014 pages:392-402 extent:11 https://doi.org/10.1016/j.compstruct.2014.08.018 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 118 2014 392-402 11 045F 670 |
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10.1016/j.compstruct.2014.08.018 doi GBVA2014008000001.pica (DE-627)ELV02258174X (ELSEVIER)S0263-8223(14)00408-5 DE-627 ger DE-627 rakwb eng 670 670 DE-600 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl Versino, Daniele verfasserin aut Four-node shell element for doubly curved multilayered composites based on the Refined Zigzag Theory 2014transfer abstract 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. Laminated composites Elsevier Small deformations Elsevier Reduced integration Elsevier Doubly curved shell element Elsevier Refined Zigzag Theory Elsevier Gherlone, Marco oth Di Sciuva, Marco oth Enthalten in Elsevier Davey, Benjamin ELSEVIER Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash 2022 an international journal Amsterdam (DE-627)ELV007891687 volume:118 year:2014 pages:392-402 extent:11 https://doi.org/10.1016/j.compstruct.2014.08.018 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 118 2014 392-402 11 045F 670 |
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10.1016/j.compstruct.2014.08.018 doi GBVA2014008000001.pica (DE-627)ELV02258174X (ELSEVIER)S0263-8223(14)00408-5 DE-627 ger DE-627 rakwb eng 670 670 DE-600 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl Versino, Daniele verfasserin aut Four-node shell element for doubly curved multilayered composites based on the Refined Zigzag Theory 2014transfer abstract 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. Laminated composites Elsevier Small deformations Elsevier Reduced integration Elsevier Doubly curved shell element Elsevier Refined Zigzag Theory Elsevier Gherlone, Marco oth Di Sciuva, Marco oth Enthalten in Elsevier Davey, Benjamin ELSEVIER Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash 2022 an international journal Amsterdam (DE-627)ELV007891687 volume:118 year:2014 pages:392-402 extent:11 https://doi.org/10.1016/j.compstruct.2014.08.018 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 118 2014 392-402 11 045F 670 |
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10.1016/j.compstruct.2014.08.018 doi GBVA2014008000001.pica (DE-627)ELV02258174X (ELSEVIER)S0263-8223(14)00408-5 DE-627 ger DE-627 rakwb eng 670 670 DE-600 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl Versino, Daniele verfasserin aut Four-node shell element for doubly curved multilayered composites based on the Refined Zigzag Theory 2014transfer abstract 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. Laminated composites Elsevier Small deformations Elsevier Reduced integration Elsevier Doubly curved shell element Elsevier Refined Zigzag Theory Elsevier Gherlone, Marco oth Di Sciuva, Marco oth Enthalten in Elsevier Davey, Benjamin ELSEVIER Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash 2022 an international journal Amsterdam (DE-627)ELV007891687 volume:118 year:2014 pages:392-402 extent:11 https://doi.org/10.1016/j.compstruct.2014.08.018 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 118 2014 392-402 11 045F 670 |
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10.1016/j.compstruct.2014.08.018 doi GBVA2014008000001.pica (DE-627)ELV02258174X (ELSEVIER)S0263-8223(14)00408-5 DE-627 ger DE-627 rakwb eng 670 670 DE-600 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl Versino, Daniele verfasserin aut Four-node shell element for doubly curved multilayered composites based on the Refined Zigzag Theory 2014transfer abstract 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. Laminated composites Elsevier Small deformations Elsevier Reduced integration Elsevier Doubly curved shell element Elsevier Refined Zigzag Theory Elsevier Gherlone, Marco oth Di Sciuva, Marco oth Enthalten in Elsevier Davey, Benjamin ELSEVIER Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash 2022 an international journal Amsterdam (DE-627)ELV007891687 volume:118 year:2014 pages:392-402 extent:11 https://doi.org/10.1016/j.compstruct.2014.08.018 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 118 2014 392-402 11 045F 670 |
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| author |
Versino, Daniele |
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Versino, Daniele ddc 670 ddc 690 bkl 50.17 bkl 55.80 bkl 44.80 Elsevier Laminated composites Elsevier Small deformations Elsevier Reduced integration Elsevier Doubly curved shell element Elsevier Refined Zigzag Theory Four-node shell element for doubly curved multilayered composites based on the Refined Zigzag Theory |
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670 670 DE-600 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl Four-node shell element for doubly curved multilayered composites based on the Refined Zigzag Theory Laminated composites Elsevier Small deformations Elsevier Reduced integration Elsevier Doubly curved shell element Elsevier Refined Zigzag Theory Elsevier |
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Four-node shell element for doubly curved multilayered composites based on the Refined Zigzag Theory |
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four-node shell element for doubly curved multilayered composites based on the refined zigzag theory |
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Four-node shell element for doubly curved multilayered composites based on the Refined Zigzag Theory |
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In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. |
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In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. |
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In the present paper a generalization of the Refined Zigzag Theory (RZT) to doubly-curved multilayered structures is proposed. The displacement field characteristic of Naghdi’s shell model is enriched with RZT kinematics and a four-node shell finite element is formulated. Assumed Natural Strain (ANS) strategy is employed to overcome shear locking and Enhanced Assumed Strain (EAS) technique is applied to alleviate membrane locking and bending locking. For efficiency purpose, a one-point quadrature rule is used for the in-plane integration and hourglass stabilization is introduced. Finally, several numerical examples, involving static analysis of thick as well as thin shells, are performed to demonstrate the efficiency and accuracy of the proposed shell finite element. |
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Four-node shell element for doubly curved multilayered composites based on the Refined Zigzag Theory |
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Gherlone, Marco Di Sciuva, Marco |
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