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Tytuł artykułu

The use of response surface methodology for reliability estimation of composite engineering structures

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Stability loss is one of the key issues in the analysis of shells made of composite materials. This paper aims at finding the variation of the critical or limit value of the load resulting from geometric imperfections. An axially compressed 16-layer cylindrical panel model is considered. The imperfections of the panel are simulated as random fields. The parameters of these fields are used as the basic variables of the reliability problem of the model. The reliability analysis is based on the Response Surface Methodology (RSM). On the basis of the derived equation of the response surface, a reliability index of the model is determined using an author’s program – both the Monte Carlo method (MC) and the Hasofer-Lind- -Rackwitz-Fiessler (HLRF) reliability index formulation analyses.
Rocznik
Strony
1019--1032
Opis fizyczny
Bibliogr. 14 poz., rys., tab.
Twórcy
  • Gdansk University of Technology, Faculty of Civil and Environmental Engineering, Gdańsk, Poland
autor
  • Gdansk University of Technology, Faculty of Civil and Environmental Engineering, Gdańsk, Poland
Bibliografia
  • 1. Barbero E., Fernandez-Saez J., Navarro C., 2000, Statistical analysis of the mechanical properties of composite materials, Composites, Part B: Engineering, 31, 2, 375-381
  • 2. Bielewicz E., Górski J., 2002, Shell with random geometric imperfections – imulation-based approach, International Journal of Non-linear Mechanics, 37, 4-5, 777-784
  • 3. Chiachio M., Chiachio J., Rus. G., 2012, Reliability in composites – a selective review and survey of current development, Composites: Part B: Engineering, 43, 3, 902-913
  • 4. Gomes H. M., Awruch A. M., 2004, Comparison of response surface and neural network with other methods for structural reliability analysis, Structural Safety, 26, 49-67
  • 5. Górski J., Mikulski T., 2008, Identification and simulation of initial geometric imperfections of steel cylindrical tanks, Journal of Theoretical and Applied Mechanics, 46, 2, 413-434
  • 6. Kamiński M.M., 2005, Computational Mechanics of Composite Materials: Sensitivity, Randomness and Multiscale Behaviour, Springer-Verlag, London
  • 7. Kreja I., 2005, Stability analysis of composite cylindrical panels in the NASTRAN system, Archives of Civil and Mechanical Engineering, 5, 31-41
  • 8. Postek E., Siemaszko A., Kleiber M., 2002, Reliability study of a containment shell, Journal of Theoretical and Applied Mechanics, 40, 1, 179-203
  • 9. Rajashekhar M.R., Ellingwood B., 1993, A new look at the response surface applications for reliability analysis, Structural Safety, 12, 205-220
  • 10. Rzeszut K., Garstecki A., 2009,Modelling of initial geometric imperfections in stability analysis of thin – walled structures, Journal of Theoretical and Applied Mechanics, 47, 3, 667-684
  • 11. Sabik A., Kreja I., 2011, Stability analysis of multilayered composite shells with cut-outs, Archives of Civil and Mechanical Engineering, 11, 195-207
  • 12. Vanmarcke E.-H., 1983, Random Fields: Analysis and Synthesis, MIT Press, Cambridge 13. Winkelmann K., 2014, The use of Response Surface Methodology for reliability estimation of aluminum silo subjected to wind load, Shell Structures: Theory and Applications, 3, 571-574
  • 14. Winkelmann K., Sabik A., 2014, Computations of critical load value of composite shell with random geometric imperfections, Shell Structures: Theory and Applications, 3, 267-270
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-e1f07217-9e52-4741-902f-c451a2d5e530
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