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Dynamic Model and Governing Equations of a Shallow Arches with Moving Boundary

이동 경계를 갖는 얕은 아치의 동적 모델과 지배방정식

  • Shon, Sudeok (Dept. of Architectural Eng., Koreatech University) ;
  • Ha, Junhong (School of Liberal Arts, Koreatech University) ;
  • Lee, Seungjae (Dept. of Architectural Eng., Koreatech University)
  • 손수덕 (한국기술교육대학교 건축공학과) ;
  • 하준홍 (한국기술교육대학교 교양학부) ;
  • 이승재 (한국기술교육대학교 건축공학과)
  • Received : 2022.03.22
  • Accepted : 2022.03.27
  • Published : 2022.06.15

Abstract

In this paper, the physical model and governing equations of a shallow arch with a moving boundary were studied. A model with a moving boundary can be easily found in a long span retractable roof, and it corresponds to a problem of a non-cylindrical domain in which the boundary moves with time. In particular, a motion equation of a shallow arch having a moving boundary is expressed in the form of an integral-differential equation. This is expressed by the time-varying integration interval of the integral coefficient term in the arch equation with an un-movable boundary. Also, the change in internal force due to the moving boundary is also considered. Therefore, in this study, the governing equation was derived by transforming the equation of the non-cylindrical domain into the cylindrical domain to solve this problem. A governing equation for vertical vibration was derived from the transformed equation, where a sinusoidal function was used as the orthonormal basis. Terms that consider the effect of the moving boundary over time in the original equation were added in the equation of the transformed cylindrical problem. In addition, a solution was obtained using a numerical analysis technique in a symmetric mode arch system, and the result effectively reflected the effect of the moving boundary.

Keywords

Acknowledgement

이 논문은 2019년도 정부(과학기술정보통신부)의 재원으로 한국연구재단의 지원을 받아 수행된 기초연구사업임(NRF-2019R1F1A1058327) 및 (NRF-2019R1A2C2010693)

References

  1. Hoff, N.J. & Bruce, V.G., "Dynamic analysis of the buckling of laterally loaded flat arches," Journal of Mathematics and Physics, Vol.32, pp.276-288, 1954, doi: 10.1002/sapm1953321276
  2. Simitses, G.J., "The Shallow Arch. In: Dynamic Stability of Suddenly Loaded Structures," Springer, New York, NY. pp.117-153, 1990.
  3. Ha, J., Gutman, S., Shon, S. & Lee, S., "Stability of shallow arches under constant load," International Journal of Non-linear Mechanics, Vol.58, pp.120-127, 2014, doi:10.1016/j.ijnonlinmec.2013.08.004
  4. Gutman, S. & Ha, J., " Shallow arches with weak and strong damping," Journal of the Korean Mathematical society, Vol.54(3), pp.945-966, 2017, doi: 10.4134/JKMS.j160317
  5. Gutman, S., Ha, J. and Shon, S.D., "Estimation algorithm for physical parameters in a shallow arch," Journal of the Korean Mathematical Society, Vol.58(3), pp.723-740, 2020, doi:10.4134/JKMS.j200226
  6. Shon, S. & Ha, J., "Dynamic instability and instantaneous frequency of a shallow arch with asymmetric initial conditions," Journal of Korean Association for Spatial Structures, Vol.20(2), pp.77-85, 2020, doi: 10.9712/KASS.2020.20.2.77
  7. Emmrich, E. & Thalhammer, M., "A class of integro-differential equations incorporating nonlinear and nonlocal damping with applications in nonlinear elastodynamics: Existence via time discretization," Nonlinearity, Vol.24(9), pp.2523-2546, 2011. https://doi.org/10.1088/0951-7715/24/9/008
  8. Ball, J.M., "Initial-boundary value problems for an extensible beam," Journal of Mathematical Analysis and Applications, Vol.42, No.1, pp61-90, 1973, doi: 10.1016/0022-247X(73)90121-2
  9. Ball, J.M., "Stability theory for an extensible beam," Journal of Differential Equations, Vol.14(3), pp.399-418, 1973, doi: 10.1016/0022-0396(73)90056-9
  10. Woinowsky-Krieger, S., "The effect of an axial force on the vibration of hinged bars," Journal of applied Mechanics, Vol.17, pp.35-36, 1950, doi: 10.1115/1.4010053
  11. Pham, P.T. & Hong, K.S., "Dynamic models of axially moving systems: A review," Nonlinear dynamics, Vol.100, pp.315-349, 2020, doi: 10.1007/s11071-020-05491-z
  12. Ferrel, J.L. & Medeiros, L.A., "Vibrations of elastic membranes with moving boundaries," Nonlinear Analysis, Vol.45(3), pp.63-382, 2001, doi: 10.1016/S0362-546X(99)00349-1
  13. Clark, H.R., Rincon, M.A. & Rodrigues, R.D., "Beam equation with weak-internal damping in domain with moving boundary," Applied Numerical Mathematics, Vol.47, pp.139-157, 2003, doi: 10.1016/S0168-9274(03)00066-7
  14. Chen L.Q. & Yang, X.D., "Steady-state response of axially moving viscoelastic beams with pulsating speed: comparison of two nonlinear models," International Journal of Solids and Structures, Vol.42, pp.37-50, 2005, doi: 10.1016/j.ijsolstr.2004.07.003
  15. Wang, L.H., Hu, Z.D., Zhong, Z. & Ju, J.W., "Hamiltonian dynamic analysis of an axially translating beam featuring time-variant velocity," Acta Mechanica, Vol.206, pp.149-161, 2009, doi: 10.1007/s00707-008-0104-9
  16. Ha, H., Shon, S. & Lee, S., "Adjustment of Initial Shape for Spoked Wheel Cable Structures Considering Retractable Membrane's Tension," Journal of Korean Association for Spatial Structures, Vol.19(1), pp.109-116, 2019, doi: 10.9712/KASS.2019.19.1.109
  17. Ishii, K., "Structural Design of Retractable Roof Structures (Advanves in Archtecture)", WIT Press, 2000.