Post-buckling behavior of composite and sandwich skew plates
Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Upadhyay, A.K. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2013transfer abstract |
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| Schlagwörter: |
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| Umfang: |
8 |
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| Übergeordnetes Werk: |
Enthalten in: Validation of the two-parameter fracture criterion for various crack configurations made of 2014-T6 aluminum alloy using finite-element fracture simulations – Part 2 TL-Orientation - Malki, Mounia ELSEVIER, 2018, Amsterdam |
|---|---|
| Übergeordnetes Werk: |
volume:55 ; year:2013 ; pages:120-127 ; extent:8 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.ijnonlinmec.2013.05.010 |
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| Katalog-ID: |
ELV011914408 |
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| 520 | |a Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. | ||
| 520 | |a Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. | ||
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10.1016/j.ijnonlinmec.2013.05.010 doi GBVA2013021000015.pica (DE-627)ELV011914408 (ELSEVIER)S0020-7462(13)00103-0 DE-627 ger DE-627 rakwb eng 530 530 DE-600 530 VZ 51.32 bkl Upadhyay, A.K. verfasserin aut Post-buckling behavior of composite and sandwich skew plates 2013transfer abstract 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. Sandwich Elsevier Composite Elsevier Post-buckling Elsevier Skew plate Elsevier Chebyshev Elsevier Shukla, K.K. oth Enthalten in Elsevier Science Malki, Mounia ELSEVIER Validation of the two-parameter fracture criterion for various crack configurations made of 2014-T6 aluminum alloy using finite-element fracture simulations – Part 2 TL-Orientation 2018 Amsterdam (DE-627)ELV001315986 volume:55 year:2013 pages:120-127 extent:8 https://doi.org/10.1016/j.ijnonlinmec.2013.05.010 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 51.32 Werkstoffmechanik VZ AR 55 2013 120-127 8 045F 530 |
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10.1016/j.ijnonlinmec.2013.05.010 doi GBVA2013021000015.pica (DE-627)ELV011914408 (ELSEVIER)S0020-7462(13)00103-0 DE-627 ger DE-627 rakwb eng 530 530 DE-600 530 VZ 51.32 bkl Upadhyay, A.K. verfasserin aut Post-buckling behavior of composite and sandwich skew plates 2013transfer abstract 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. Sandwich Elsevier Composite Elsevier Post-buckling Elsevier Skew plate Elsevier Chebyshev Elsevier Shukla, K.K. oth Enthalten in Elsevier Science Malki, Mounia ELSEVIER Validation of the two-parameter fracture criterion for various crack configurations made of 2014-T6 aluminum alloy using finite-element fracture simulations – Part 2 TL-Orientation 2018 Amsterdam (DE-627)ELV001315986 volume:55 year:2013 pages:120-127 extent:8 https://doi.org/10.1016/j.ijnonlinmec.2013.05.010 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 51.32 Werkstoffmechanik VZ AR 55 2013 120-127 8 045F 530 |
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10.1016/j.ijnonlinmec.2013.05.010 doi GBVA2013021000015.pica (DE-627)ELV011914408 (ELSEVIER)S0020-7462(13)00103-0 DE-627 ger DE-627 rakwb eng 530 530 DE-600 530 VZ 51.32 bkl Upadhyay, A.K. verfasserin aut Post-buckling behavior of composite and sandwich skew plates 2013transfer abstract 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. Sandwich Elsevier Composite Elsevier Post-buckling Elsevier Skew plate Elsevier Chebyshev Elsevier Shukla, K.K. oth Enthalten in Elsevier Science Malki, Mounia ELSEVIER Validation of the two-parameter fracture criterion for various crack configurations made of 2014-T6 aluminum alloy using finite-element fracture simulations – Part 2 TL-Orientation 2018 Amsterdam (DE-627)ELV001315986 volume:55 year:2013 pages:120-127 extent:8 https://doi.org/10.1016/j.ijnonlinmec.2013.05.010 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 51.32 Werkstoffmechanik VZ AR 55 2013 120-127 8 045F 530 |
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10.1016/j.ijnonlinmec.2013.05.010 doi GBVA2013021000015.pica (DE-627)ELV011914408 (ELSEVIER)S0020-7462(13)00103-0 DE-627 ger DE-627 rakwb eng 530 530 DE-600 530 VZ 51.32 bkl Upadhyay, A.K. verfasserin aut Post-buckling behavior of composite and sandwich skew plates 2013transfer abstract 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. Sandwich Elsevier Composite Elsevier Post-buckling Elsevier Skew plate Elsevier Chebyshev Elsevier Shukla, K.K. oth Enthalten in Elsevier Science Malki, Mounia ELSEVIER Validation of the two-parameter fracture criterion for various crack configurations made of 2014-T6 aluminum alloy using finite-element fracture simulations – Part 2 TL-Orientation 2018 Amsterdam (DE-627)ELV001315986 volume:55 year:2013 pages:120-127 extent:8 https://doi.org/10.1016/j.ijnonlinmec.2013.05.010 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 51.32 Werkstoffmechanik VZ AR 55 2013 120-127 8 045F 530 |
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10.1016/j.ijnonlinmec.2013.05.010 doi GBVA2013021000015.pica (DE-627)ELV011914408 (ELSEVIER)S0020-7462(13)00103-0 DE-627 ger DE-627 rakwb eng 530 530 DE-600 530 VZ 51.32 bkl Upadhyay, A.K. verfasserin aut Post-buckling behavior of composite and sandwich skew plates 2013transfer abstract 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. Sandwich Elsevier Composite Elsevier Post-buckling Elsevier Skew plate Elsevier Chebyshev Elsevier Shukla, K.K. oth Enthalten in Elsevier Science Malki, Mounia ELSEVIER Validation of the two-parameter fracture criterion for various crack configurations made of 2014-T6 aluminum alloy using finite-element fracture simulations – Part 2 TL-Orientation 2018 Amsterdam (DE-627)ELV001315986 volume:55 year:2013 pages:120-127 extent:8 https://doi.org/10.1016/j.ijnonlinmec.2013.05.010 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 51.32 Werkstoffmechanik VZ AR 55 2013 120-127 8 045F 530 |
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Upadhyay, A.K. |
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10.1016/j.ijnonlinmec.2013.05.010 |
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530 |
| title_sort |
post-buckling behavior of composite and sandwich skew plates |
| title_auth |
Post-buckling behavior of composite and sandwich skew plates |
| abstract |
Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. |
| abstractGer |
Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. |
| abstract_unstemmed |
Present analysis deals with the buckling and Post-buckling behavior of laminated composite and sandwich skew plates. Higher order shear deformation theory and von-Karman's nonlinearity is considered in the problem formulation. The physical domain is mapped into computational domain using linear mapping. Finite degree double Chebyshev series method is employed for spatial discretizations of governing differential equations and boundary conditions. The nonlinear terms are linearized using quadratic extrapolation technique. Post-buckling response of the skew plates is investigated for different types of in-plane compressive loadings. Effects of skew angle, lamination scheme, core thickness and face to core material property ratio of the sandwich plate on the buckling and Post-buckling response are studied in detail. |
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| title_short |
Post-buckling behavior of composite and sandwich skew plates |
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https://doi.org/10.1016/j.ijnonlinmec.2013.05.010 |
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Shukla, K.K. |
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