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On problems with solution-dependent load

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In Continuum Physics, general balance problems between internal fluxes and external sources are considered, mostly on some domain Ω called a material body. Typically, the fluxes are determined by a wanted field – the solution or configuration of the body, possibly augmented by derivatives or other suitable quantities specifying the state of the system. In order to obtain a closed problem formulation, initial and boundary conditions need to be provided as well. In this paper, we discuss some issues appearing in the case that the sources, e.g. forces in a mechanical problem, are not known in advance, but related to the wanted configuration in terms of values and/or derivatives of the solution. An analogy between thermodynamic and mechanical problems is shown.
Słowa kluczowe
Rocznik
Strony
435--446
Opis fizyczny
Bibliogr. 24 poz., rys.
Twórcy
autor
  • Warsaw University of Technology, Faculty of Automative and Construction Machinery Engineering, Warsaw, Poland
  • University of Rostock, Institute of Mathematics, Rostock, Germany
Bibliografia
  • 1. Beck M., 1952, Die Knicklast des einseitig eingespannten tangential gedrehten Stabes, ZAMP Zeitschrift f¨ur angewandte Mathematik und Physik, 3, 3, 225-228
  • 2. Bogacz R., Czyczuła W., Konowrocki R., 2014, Influence of sleepers shape and configuration on track-train dynamics, Shock and Vibration, art. ID 393867, 1-7
  • 3. Bogacz R., Frischmuth K., 2012, On some new aspects of contact dynamics with application in railway engineering, Journal of Theoretical and Applied Mechanics, 60, 1, 119-129
  • 4. Bogacz R., Frischmuth K., Lisowski K., 2008, Interface conditions and loss of stability for stepped columns, Applied Mechanics and Materials, 9, 41-50
  • 5. Bogacz R., Irretier H., Mahrenholtz O., 1980, Optimal design of structures subjected to follower forces, Ingenieur-Archiv, 49, 63-71
  • 6. Bogacz R., Janiszewski R., 1985, Analysis and synthesis of columns, compressed by follower forces, from the stability point of view (in Russian), Advances in Mechanics, 8, 3, 3-52
  • 7. Claudon J.L., 1975, Characteristic curves and optimum design of two structures subjected to circulatory loads, Journal de M´ecanique, 14, 3, 531-543
  • 8. Euler L., 1778, Determinatio onerum, quae columnae gestare valent, Acta Academiae Scientiarum Petropolitanae, 1, 121-145
  • 9. Euler L., 1778, Examen insignis puradoxi in theoria columnarum occurentis, Acta Academiae Scientiarum Petropolitanae, 1, 146-162
  • 10. Feldt W.T., Nemat-Nasser S., Prasad S.N., Herrmann G., 1969, Instability of a mechanical system induced by an impinging fluid jet, Journal of Applied Mechanics, 693-701
  • 11. Frischmuth K., Kosinski W., Lekszycki L., 1993, Free vibrations of finite memory material beams, International Journal of Engineering Science, 31, 3, 385-395
  • 12. Hanaoka M., Washizu K., 1980, Optimum design of Beck’s column, Computers and Structures, 11, 6, 473-480
  • 13. Imiełowski S., Mahrenholtz O., 1997, Optimization and sensitivity of stepped columns under circulatory load, Applied Mathematics and Computer Science, 7, 1, 155-170
  • 14. Kaliski S., Solarz L., 1962, Aeroelastic vibration and stability of a deformable rotating rocket in a linearized flow, Proceedings of Vibration Problems, 3, 57-68
  • 15. Katsikadelis J.T., Tsiatas C.G., 2007, Nonlinear dynamic stability of damped Becks-column with variable cross-section, International Journal of Nonlinear Mechanics, 42, 1, 164-171
  • 16. Kerr A.D., 1988, Stability of a water tower, Ingenieur-Archiv, 58, 428-436
  • 17. Kosiński W., Frischmuth K., 2001, Thermomechanical coupled waves in a nonlinear medium, Wave Motion, 34, 2, 131-141
  • 18. Preumont A., Seto K., 2008, Active Control of Structures, Wiley
  • 19. Przybyłowicz P.M., 2008, Aeroflutter suppression in an FGM panel with active fibers, Mechanics and Mechanical Engineering, 12, 4, 375-387
  • 20. Ringertz U. T., 1994, On the design of Beck’s column, Structural Opimization, 8, 120-124
  • 21. Tada Y., Matsurnoto R., Oku A., 1989, Shape determination of nonconservative structural systems, Proceedings of 1st International Conference of Computer Aided Optimum Design of Structures: Recent Advances, Springer, Berlin
  • 22. Tada Y., Seguchi Y., Kema K., 1985, Shape determination of nonconservative structural systems by the inverse variational principle, Memoirs of the Faculty of Engineering, Kobe University, 32, 45-61
  • 23. Timoshenko S., 1921, On the correction for shear of the differential equation for transverse vibrations of prismatic bars, Philosophical Magazine, 6, 41, 744-746
  • 24. Tomski L., Przybylski J., Gołębiowska-Rozanow M., Szmidla J., 1996, Vibration and stability of an elastic column subject to a generalized load, Archive of Applied Mechanics, 67, 105-116
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a0122cd5-f1c6-40e9-a253-fe4dfa7387a0
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