TY - JOUR
T1 - The Influence of Boundary Constraint Viscoelasticity on the Nonlinear Forced Vibration of Fluid-Conveying Layered Pipes †
AU - Wang, Zhoumi
AU - Meng, Qingchun
N1 - Publisher Copyright:
© 2025 by the authors.
PY - 2025
Y1 - 2025
N2 - In this paper, the influence of the viscoelasticity of boundary constraints on the forced vibration of the nonlinear forced resonance of a fluid-conveying layered pipe under an external forced excitation is studied. The pipe lays on viscoelastic foundations and is simply supported at both ends, and one end is subject to a viscoelastic boundary constraint. The Kelvin–Voight model was employed to describe the viscoelasticity provided by the foundation and boundary constraint. Hamilton’s variational principle was used to obtain the governing equations, during which geometric nonlinear factors including curvature nonlinearity and inertia nonlinearity were considered. By employing a perturbation-incremental harmonic balance method (IHBM), amplitude–frequency bifurcation diagrams of the pipe were obtained. The results show that the viscoelastic constraints from the boundary and foundation have significant influence on the linear and nonlinear dynamic behavior of the pipe system.
AB - In this paper, the influence of the viscoelasticity of boundary constraints on the forced vibration of the nonlinear forced resonance of a fluid-conveying layered pipe under an external forced excitation is studied. The pipe lays on viscoelastic foundations and is simply supported at both ends, and one end is subject to a viscoelastic boundary constraint. The Kelvin–Voight model was employed to describe the viscoelasticity provided by the foundation and boundary constraint. Hamilton’s variational principle was used to obtain the governing equations, during which geometric nonlinear factors including curvature nonlinearity and inertia nonlinearity were considered. By employing a perturbation-incremental harmonic balance method (IHBM), amplitude–frequency bifurcation diagrams of the pipe were obtained. The results show that the viscoelastic constraints from the boundary and foundation have significant influence on the linear and nonlinear dynamic behavior of the pipe system.
KW - curvature nonlinearity
KW - fluid-conveying pipe
KW - forced vibration
KW - inertia nonlinearity
KW - viscoelastic constraint
UR - https://www.scopus.com/pages/publications/105025703504
U2 - 10.3390/engproc2024080019
DO - 10.3390/engproc2024080019
M3 - 文章
AN - SCOPUS:105025703504
SN - 2673-4591
VL - 80
JO - Engineering Proceedings
JF - Engineering Proceedings
IS - 1
M1 - 19
ER -