An Implicit Approach for Numerical Simulation of Water Hammer Induced Pressure in a Straight Pipe

Author(s):  
Mohammad Bostan ◽  
Amir Hossein Azimi ◽  
Ali Akbar Akhtari ◽  
Hossein Bonakdari
2013 ◽  
Vol 798-799 ◽  
pp. 235-238
Author(s):  
Xiao Hui Chen ◽  
Xu Chen

The current paper reports the results of a numerical simulation and experiment of ratcheting behavior of pressurized straight pipe under reversed bending. A nonlinear isotropic/ kinematic (combined) hardening model is implemented into finite element program ANSYS by writing own user subroutine in FORTRAN language. The results of the numerical simulation is compared with experimental data. A reasonable agreement is noticed between the experimental and the numerical results for the ratcheting behavior of the pressurized straight pipe subjected to reversed bending.


2008 ◽  
Vol 35 (12) ◽  
pp. 2280-2287 ◽  
Author(s):  
Wenxi Tian ◽  
G.H. Su ◽  
Gaopeng Wang ◽  
Suizheng Qiu ◽  
Zejun Xiao

2014 ◽  
Vol 39 (4) ◽  
pp. 2669-2675 ◽  
Author(s):  
M. R. Nikpour ◽  
A. H. Nazemi ◽  
A. Hosseinzadeh Dalir ◽  
F. Shoja ◽  
P. Varjavand

2010 ◽  
Vol 29-32 ◽  
pp. 401-406 ◽  
Author(s):  
Jin Jun Liao ◽  
Bao Ren Li

A one-dimensional mathematic model is presented which describes pressure fluctuations behavior of liquid-filled pipes. The model is based on conventional two-equations water hammer theory. Here is multi-water-hammer occurring simultaneously and coupling together. The differences are obvious when taking into account coupled water hammer and just single water hammer in Fluid pipe system by comparing the numerical simulation. The pressure characteristics located where water hammer takes place is investigated by numerical simulation and experiment. Then the factors of influencing on the coupled water-hammer pressure and frequency are considered, the result shows that system parameters effecting on it are critical and should be detailedly analyzed.


2011 ◽  
Vol 295-297 ◽  
pp. 2210-2215 ◽  
Author(s):  
Hui Xian Zhang ◽  
Zi Ming Kou ◽  
Juan Wu ◽  
Chun Yue Lu

To study artificially produced and actively controlled water hammer wave caused by hydraulic vibration exciter, a mathematical model was established and an experimental system was designed to verify it. Through the given partial differential equations, a computer code based on the method of characteristics was developed to calculate transient pressure distributed along the pipe under different rotational frequency of vibration exciter. The numerical simulation indicates that there is a simple harmonic vibration rising at the cross sections along the pipe, corresponding to different excitation pressure at every cross section. In addition, the excitation pressure can also be adjusted by system pressure via overflow valve. So, this work is expected to serve for the optimum design of the hydraulic excitation system and play a theoretical guiding role to experimental research in future.


2021 ◽  
Vol 88 ◽  
pp. 103854
Author(s):  
Jinchao Fan ◽  
Shimin Zhang ◽  
Benchun Yao ◽  
Yi Hao ◽  
Xiaoxiao Zhu ◽  
...  

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