Abstract
A uniform variational approach to sensitivity analysis of linear and nonlinear structures with both material and geometrical nonlinearities is presented. Arbitrary stress, strain or displacement functionals are considered, and they are augmented by the associated bilinear functionals expressed in terms of primary and adjoint fields. Their variation with respect to stress or displacement fields provides compatability or equilibrium conditions for primary and adjoint structures, whereas variation with respect to material variables or shape of the body provides sensitivity of the functional.
General results can easily be particularized to the case of beams, disks, plates or shells with external boundary or interface variation, and can be used to solve optimal design problems by iterative procedures based on optimality conditions.
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References
R. Tomovic and M. Vukabratovic, General Sensitivity Theory. American Elsevier (1972).
E. J. Haug, K. K. Choi and V. Komkov, Design Sensitivity Analysis of Structural Systems. Academic Press (1985).
K. Dems and Z. Mróz, Variational approach by means of adjoint systems to structural optimization and sensitivity analysis—Part I: Variation of material parameters within fixed domain. Int. J. Solids Struct. 19, 677–692 (1983).
K. Dems and Z. Mróz, Variational approach by means of adjoint systems to structural optimization and sensitivity analysis—Part II: Structure shape variation. Int. J. Solids Struct. 20, 527–552 (1984).
K. Dems and Z. Mróz, Variational approach to first and second order sensitivity analysis of elastic structures. Int. J. Numer. Meth. Eng. 21, 637–661 (1984).
R. T. Haftka and Z. Mróz, First and second order sensitivity analysis of linear and non-linear structures. Submitted for publication (1985).
H. Petryk and Z. Mróz, Time derivatives of integrals and functionals defined on varying volume and surface domains. Arch. Mech. (1986), submitted for publication.
K. Dems and Z. Mróz, Optimal shape design of multicomposite structures. J. Struct. Mech. 8, 309–329 (1980).
Z. Mróz and A. Mironov, Optimal design of structures for global mechanical constraints Arch. Mech. 32, 505–516 (1980).
Z. Mróz, M. P. Kamat and R. H. Plaut, Sensitivity analysis and optimal design of non-linear beams and plates. J. Struct. Mech. 13, 245–266 (1985).
E. J. Haug and B. Rousselet, Design sensitivity analysis in structural mechanics—I: Static response. J. Struct. Mech. 8, 17–41 (1980).
E. J. Haug, Second-order design sensitivity analysis of structural systems. AIAA J. 19, 1087–1088 (1981).
R. T. Haftka, Second-order sensitivity derivatives in structural analysis. AIAA J. 20, 1765–1766 (1982).
K. K. Choi and E. J. Haug, Shape design sensitivity analysis of elastic structures. J. Struct. Mech. 11, 231–269 (1983).
K. Dems and Z. Mróz, Application of bilinear functionals in sensitivity analysis. Arch. Mech. (1985), submitted for publication.
Z. Mróz, K. Dems and D. Szelag, Optimal stiffener design in discs and plates. Arch. Mech. (1986), submitted for publication.
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© 1986 Plenum Press, New York
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Mróz, Z. (1986). Variational Approach to Shape Sensitivity Analysis and Optimal Design. In: Bennett, J.A., Botkin, M.E. (eds) The Optimum Shape. General Motors Research Laboratories Symposia Series. Springer, Boston, MA. https://doi.org/10.1007/978-1-4615-9483-3_4
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DOI: https://doi.org/10.1007/978-1-4615-9483-3_4
Publisher Name: Springer, Boston, MA
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