Stability of curvilinear Euler-Bernoulli beams in temperature fields

A. V. Krysko, J. Awrejcewicz, I. E. Kutepov, V. A. Krysko

Результат исследований: Материалы для журналаСтатья

2 Цитирования (Scopus)

Выдержка

In this work, stability of thin flexible Bernoulli-Euler beams is investigated taking into account the geometric non-linearity as well as a type and intensity of the temperature field. The applied temperature field T (x,. z) is yielded by a solution to the 2D Laplace equation solved for five kinds of thermal boundary conditions, and there are no restrictions put on the temperature distribution along the beam thickness. Action of the temperature field on the beam dynamics is studied with the help of the Duhamel theory, whereas the motion of the beam subjected to the thermal load is yielded employing the variational principles.The heat transfer (Laplace equation) is solved with the use of the finite difference method (FDM) of the third-order accuracy, while the integrals along the beam thickness defining the thermal stress and moments are computed using Simpson's method. Partial differential equations governing the beam motion are reduced to the Cauchy problem by means of application of FDM of the second-order accuracy. The obtained ordinary differential equations are solved with the use of the fourth-order Runge-Kutta method.The problem of numerical results convergence versus a number of beam partitions is investigated. A static solution for a flexible Bernoulli-Euler beam is obtained using the dynamic approach based on employment of the relaxation/set-up method.Novel stability loss phenomena of a beam under the thermal field are reported for different beam geometric parameters, boundary conditions, and the temperature intensity. In particular, it has been shown that stability of the flexible beam during heating the beam surface essentially depends on the beam thickness.

Язык оригиналаАнглийский
ЖурналInternational Journal of Non-Linear Mechanics
DOI
СостояниеПринято/в печати - 13 июн 2016

Отпечаток

Euler-Bernoulli Beam
Temperature Field
Temperature distribution
Laplace equation
Finite difference method
Boundary conditions
Runge Kutta methods
Thermal load
Thermal stress
Ordinary differential equations
Partial differential equations
Laplace's equation
Difference Method
Heat transfer
Finite Difference
Heating
Flexible Beam
Geometric Nonlinearity
Second-order Accuracy
Motion

ASJC Scopus subject areas

  • Mechanics of Materials
  • Mechanical Engineering
  • Applied Mathematics

Цитировать

Stability of curvilinear Euler-Bernoulli beams in temperature fields. / Krysko, A. V.; Awrejcewicz, J.; Kutepov, I. E.; Krysko, V. A.

В: International Journal of Non-Linear Mechanics, 13.06.2016.

Результат исследований: Материалы для журналаСтатья

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AB - In this work, stability of thin flexible Bernoulli-Euler beams is investigated taking into account the geometric non-linearity as well as a type and intensity of the temperature field. The applied temperature field T (x,. z) is yielded by a solution to the 2D Laplace equation solved for five kinds of thermal boundary conditions, and there are no restrictions put on the temperature distribution along the beam thickness. Action of the temperature field on the beam dynamics is studied with the help of the Duhamel theory, whereas the motion of the beam subjected to the thermal load is yielded employing the variational principles.The heat transfer (Laplace equation) is solved with the use of the finite difference method (FDM) of the third-order accuracy, while the integrals along the beam thickness defining the thermal stress and moments are computed using Simpson's method. Partial differential equations governing the beam motion are reduced to the Cauchy problem by means of application of FDM of the second-order accuracy. The obtained ordinary differential equations are solved with the use of the fourth-order Runge-Kutta method.The problem of numerical results convergence versus a number of beam partitions is investigated. A static solution for a flexible Bernoulli-Euler beam is obtained using the dynamic approach based on employment of the relaxation/set-up method.Novel stability loss phenomena of a beam under the thermal field are reported for different beam geometric parameters, boundary conditions, and the temperature intensity. In particular, it has been shown that stability of the flexible beam during heating the beam surface essentially depends on the beam thickness.

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