Numerical analysis of wave propagation across Solid-Fluid interface with Fluid-Structure interaction in circular tube

被引:11
作者
Kojima, Tomohisa [1 ,3 ]
Inaba, Kazuaki [2 ]
机构
[1] Tokyo Inst Technol, Grad Sch Sci & Engn, Meguro Ku, 2-12-1-I6-5 Ookayama, Tokyo 1528550, Japan
[2] Tokyo Inst Technol, Sch Environm & Soc, Meguro Ku, 2-12-1-I6-5 Ookayama, Tokyo 1528550, Japan
[3] Chuo Univ, Fac Sci & Engn, Bunkyo Ku, 1-13-27 Kasuga, Tokyo 1128551, Japan
基金
日本学术振兴会;
关键词
Fluid-structure interaction; Wave propagation; One-dimensional theory; Water hammer; Numerical simulation; Impact response; WATER-HAMMER; COLUMN-SEPARATION; SANDWICH PLATES;
D O I
10.1016/j.ijpvp.2020.104099
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Fluid-structure interaction (FSI) and wave propagation in engineering structures can cause severe damage to piping systems or fluid machines, inducing serious accidents. In these phenomena, the mechanism of structural damage depends on the wave propagation across the fluid-solid interface. Previous studies reported that disagreements between the induced pressure value on the solid-fluid movable interface and the value predicted by the classical one-dimensional theory arose from the effects of two-dimensional wave propagation. To address this problem, in this study, a two-dimensional axisymmetric simulation of wave propagation across the solid-fluid interface with FSI was conducted. The simulation was performed using ANSYS Autodyn with a Lagrangian solver for solids and Eulerian solver for water. The results showed that radial wave propagation caused by the dynamic effect of the tube and water's inertia affected the peak pressure on the solid-fluid interface. The peak pressure was attenuated near the tube wall because of the inertial effect of the tube and fluid expansion. By calculating the mean pressure and axial stress to compare the simulated peak pressure with that from one-dimensional acoustic theory, it was indicated that the transition region for transmitted pressure was located immediately after the solid-fluid interface. In this region, the transmitted peak pressure may exceed the value predicted by one-dimensional acoustic theory. The transition region was oriented in the axial direction from the interface. In addition, prediction of the transmitted peak pressure with one-dimensional acoustic theory was suggested via normal wave speed in the unconfined fluid from a safety engineering perspective, although the circumferential stress generated in the tube enclosing fluid can be sufficiently accurately predicted using the same theory with the Korteweg speed.
引用
收藏
页数:11
相关论文
共 41 条
[1]  
Alder B., 1964, METHODS COMPUTATIONA
[2]  
[Anonymous], 1994, Dynamic Behavior of Materials, P66
[3]   Water hammer with column separation: A historical review [J].
Bergant, A ;
Simpson, AR ;
Tijsseling, AS .
JOURNAL OF FLUIDS AND STRUCTURES, 2006, 22 (02) :135-171
[4]  
Birnbaum N.K., 1987, Transactions of the 9th International Conference on Structural mechanics in Reactor Technology, VB, P401
[5]   A monolithical fluid-structure interaction algorithm applied to the piston problem [J].
Blom, FJ .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1998, 167 (3-4) :369-391
[6]   Characterization of Cavitation-Erosion Resistance of Plasma Ion Nitrided 316L Stainless Steel Under Shock Wave in Seawater [J].
Chong, Sang-Ok ;
Kim, Seong-Jong .
JOURNAL OF NANOSCIENCE AND NANOTECHNOLOGY, 2019, 19 (07) :3943-3949
[7]   Partial differential equations of mathematical physics [J].
Courant, R ;
Friedrichs, K ;
Lewy, H .
MATHEMATISCHE ANNALEN, 1928, 100 :32-74
[8]   Observations on the normal reflection of gaseous detonations [J].
Damazo, J. ;
Shepherd, J. E. .
SHOCK WAVES, 2017, 27 (05) :795-810
[9]   Numerical investigations of water-hammer with column-separation induced by vaporous cavitation using a one-dimensional Finite-Volume approach [J].
Daude, F. ;
Tijsseling, A. S. ;
Galon, P. .
JOURNAL OF FLUIDS AND STRUCTURES, 2018, 83 :91-118
[10]   An underwater shock simulator [J].
Deshpande, VS ;
Heaver, A ;
Fleck, NA .
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2006, 462 (2067) :1021-1041