Finite element analysis for free vibration of pipes conveying fluids-physical significance of complex mode shapes

被引:11
作者
Attia, Saher [1 ]
Mohareb, Magdi [2 ]
Martens, Michael [3 ]
Adeeb, Samer [4 ]
机构
[1] Cairo Univ, Dept Struct Engn, Giza 12613, Egypt
[2] Univ Ottawa, Dept Civil Engn, Ottawa, ON KIN6N5, Canada
[3] TC Energy Ltd, Calgary, AB T2P 5H1, Canada
[4] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB T6G 1H9, Canada
关键词
Natural frequency; Complex mode shapes; Finite element formulation; Hamilton's principle; Fluid pipe interaction; Pipe with intermediate supports; NATURAL FREQUENCY-ANALYSIS; STABILITY ANALYSIS; 3-DIMENSIONAL DYNAMICS; PIPELINE; FOUNDATIONS; BEHAVIOR; SYSTEMS;
D O I
10.1016/j.tws.2024.111894
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A finite element formulation is presented for the natural vibration analysis of pipes conveying fluids. The solution of the resulting quadratic eigenvalue problem generally yields complex eigenvalues and eigenvectors. The present study then develops a robust mathematical procedure that combines the real and imaginary components of the eigenvectors to form physically attainable (i.e., real) mode shapes. The procedure yields a family of solutions that is more general than previously known solutions. The well-known classical mode shape is shown to be recoverable as a special case from the present solution. The study provides new insights on the effects of viscous damping, axial compressive force, and the flexibility of intermediate pipe supports on the response. Additionally, the study develops a novel algorithm based on Hermitian angles between eigenvectors to automate the tracing of mode evolution in the frequency-velocity plots.
引用
收藏
页数:22
相关论文
共 67 条
[1]  
Alnomani S. N., 2018, ARPN J. Eng. Appl. Sci, V13, P3857
[2]   Dynamic behavior of conveying-fluid pipes with variable wall thickness through circumferential and axial directions [J].
Amini, Y. ;
Heshmati, M. ;
Daneshmand, F. .
MARINE STRUCTURES, 2020, 72
[3]   Vibration analysis of pipes conveying fluid resting on a fractional Kelvin-Voigt viscoelastic foundation with general boundary conditions [J].
Askarian, A. R. ;
Permoon, M. R. ;
Shakouri, M. .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2020, 179
[4]  
Attia S., 2023, P INT C MECH AUT MEC, DOI [10.53375/icmame.2023.196, DOI 10.53375/ICMAME.2023.196]
[5]   Analysis of the instability of pipes conveying fluid resting on two-parameter elastic soil under different boundary conditions [J].
Balkaya, Muge ;
Kaya, Metin Orhan .
OCEAN ENGINEERING, 2021, 241
[7]  
Bourrieres F.J., 1939, Sur un phenomene d'oscillation auto-entretenue en mecanique des fluides reels
[8]  
Chajes A., 1974, PRINCIPLES STRUCTURA
[9]   Critical velocity of fluid-conveying pipes resting on two-parameter foundation [J].
Chellapilla, Kameswara Rao ;
Simha, H. S. .
JOURNAL OF SOUND AND VIBRATION, 2007, 302 (1-2) :387-397
[10]   Nonlinear free vibration analysis of functionally graded carbon nanotube reinforced fluid-conveying pipe in thermal environment [J].
Chen, Xu ;
Zhao, Jing-Lei ;
She, Gui-Lin ;
Jing, Yan ;
Pu, Hua-Yan ;
Luo, Jun .
STEEL AND COMPOSITE STRUCTURES, 2022, 45 (05) :641-652