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DNV-OS-C501 Composite Components |
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| Sec.9: Structural Analysis |
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| A: General |
| A100: Objective |
| A200: Input data |
| A300: Analysis types |
| A400: Transfer function |
| A500: Global and local analysis |
| A600: Material levels |
| A700: Non-linear analysis |
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| B: Linear and non-linear analysis of monolithic structures |
| B100: General |
| B200: In-plane 2-D progressive failure analysis |
| B300: 3-D progressive failure analysis |
| B400: Linear failure analysis with non-degraded properties |
| B500: Linear failure analysis with degraded properties |
| B600: Two-step non-linear failure analysis method |
| B700: Through thickness 2-D analysis |
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| C: Connection between analysis methods and failure criteria |
| C100: General |
| C200: Modification of failure criteria |
| C300: Creep, stress relaxation and stress rupture-stress relaxation |
| C400: Fatigue |
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| D: Analytical methods |
| D100: General |
| D200: Assumptions and limitations |
| D300: Link to numerical methods |
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| E: Finite element analysis |
| E100: General |
| E200: Modelling of structures - general |
| E300: Software requirements |
| E400: Execution of analysis |
| E500: Evaluation of results |
| E600: Validation and verification |
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| F: Dynamic response analysis |
| F100: General |
| F200: Dynamics and finite element analysis |
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| G: Impact response |
| G100: Testing |
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| H: Thermal stresses |
| H100: General |
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| I: Swelling effects |
| I100: General |
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| J: Analysis of sandwich structures |
| J100: General |
| J200: Elastic constants |
| J300: 2-D non-linear failure analysis |
| J400: 3-D progressive failure analysis |
| J500: Long term damage considerations |
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| K: Buckling |
| K100: General |
| K200: Buckling analysis of isolated components |
| K300: Buckling analysis of more complex elements or entire structures |
| K400: Buckling analysis of stiffened plates and shells |
| K500: Buckling analysis for sandwich structures |
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| L: Partial load-model factor |
| L100: General |
| L200: Connection between partial load-model factor and analytical analysis |
| L300: Connection between partial load-model factor and finite element analysis |
| L400: Connection between partial load-model factor and dynamic response analysis |
| L500: Connection between partial load-model factor and transfer function |
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