CLC number: TU333
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2016-05-09
Cited: 1
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Zhen-yu Wang, Yang Zhao, Guo-wei Ma, Zhi-guo He. A numerical study on the high-velocity impact behavior of pressure pipes[J]. Journal of Zhejiang University Science A, 2016, 17(6): 443-453.
@article{title="A numerical study on the high-velocity impact behavior of pressure pipes",
author="Zhen-yu Wang, Yang Zhao, Guo-wei Ma, Zhi-guo He",
journal="Journal of Zhejiang University Science A",
volume="17",
number="6",
pages="443-453",
year="2016",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1500112"
}
%0 Journal Article
%T A numerical study on the high-velocity impact behavior of pressure pipes
%A Zhen-yu Wang
%A Yang Zhao
%A Guo-wei Ma
%A Zhi-guo He
%J Journal of Zhejiang University SCIENCE A
%V 17
%N 6
%P 443-453
%@ 1673-565X
%D 2016
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1500112
TY - JOUR
T1 - A numerical study on the high-velocity impact behavior of pressure pipes
A1 - Zhen-yu Wang
A1 - Yang Zhao
A1 - Guo-wei Ma
A1 - Zhi-guo He
J0 - Journal of Zhejiang University Science A
VL - 17
IS - 6
SP - 443
EP - 453
%@ 1673-565X
Y1 - 2016
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1500112
Abstract: pressure pipes are widely used in modern industry with some in potentially dangerous situations of explosion and impact. The security problems of these pipes when subjected to impact have attracted a lot of attention. A non-linear numerical model has therefore been developed to investigate the dynamic behavior of pressure pipes subjected to high-velocity impact. A high strain rate effect on the pipe response is considered here and the fluid and pipe interaction is modeled to include the coupling effect between the deformation of the pipe and its internal pressure. Low-velocity and high-velocity impact experimental results are used to verify the numerical model, and a reasonable agreement between the numerical and experimental results has been achieved. The effects on the dynamic behavior of the pipes of the nose shape of the projectile, the diameter of the spherical projectile, and the pipe wall thickness and internal pressure, are investigated quantitatively. During high-velocity impacts, the increase of pressure in the pipes decreases their resistance to perforation. A rise in internal pressure increases the elastic resistance of the pipes toward impacts without crack formation.
In the paper, the finite element method is used to investigate impact test on fluid-filled pipes by using a non-linear material model. The numerically obtained results are compared to results from experimental tests that were performed by other researchers. Somewhat good agreement between the numerical and the experimental results was found. The developed and verified finite element model was used in a parametric study in order to investigate the effects of various parameters on the dynamical behaviour of the fluid-filled pipe.
[1]ABAQUS, 2010. Abaqus 6.10: User Documentation. ABAQUS, Providence, RI, USA.
[2]ASME (American Society of Mechanical Engineers), 2004. Welded and Seamless Wrought Steel Pipe, ASME B36.10M-2004. ASME, USA.
[3]ASME (American Society of Mechanical Engineers), 2007. Gas Transmission and Distribution Piping Systems, ASME B31.8-2007. ASME, USA.
[4]Ben-Dor, G., Dubinsky, A., Elperin, T., 2005. Ballistic impact: recent advances in analytical modeling of plate penetration dynamics—a review. Applied Mechanics Reviews, 58(6):355-370.
[5]Børvik, T., Langseth, M., Hopperstad, O.S., et al., 1999. Ballistic penetration of steel plates. International Journal of Impact Engineering, 22(9-10):855-886.
[6]Børvik, T., Hopperstad, O.S., Berstad, T., et al., 2002. Perforation of 12 mm thick steel plates by 20 mm diameter projectiles with flat, hemispherical and conical noses. Part II: numerical simulations. International Journal of Impact Engineering, 27(1):37-64.
[7]Chase, M.W.Jr., 1998. NIST-JANAF Thermochemical Tables, 4th Edition. American Chemical Society, New York, USA.
[8]Chen, K.S., Shen, W.Q., 1998. Further experimental study on the failure of fully clamped steel pipes. International Journal of Impact Engineering, 21(3):177-202.
[9]Corbett, G.G., Reid, S.R., Alhassani, S.T.S., 1990. Static and dynamic penetration of steel tubes by hemispherically nosed punches. International Journal of Impact Engineering, 9(2):165-190.
[10]Gupta, N.K., Iqbal, M.A., Sekhon, G.S., 2006. Experimental and numerical studies on the behavior of thin aluminum plates subjected to impact by blunt- and hemispherical-nosed projectiles. International Journal of Impact Engineering, 32(12):1921-1944.
[11]Hancock, J.W., Mackenzie, A.C., 1976. On the mechanisms of ductile failure in high-strength steels subjected to multi-axial stress-states. Journal of the Mechanics and Physics of Solids, 24(2-3):147-160.
[12]Johnson, G.R., Cook, W.H., 1983. A constitutive model and data for metals subjected to large strains, high strain rates and high temperatures. Proceedings of the 7th International Symposium on Ballistics, the Hague, the Netherlands, p.541-547.
[13]Johnson, G.R., Cook, W.H., 1985. Fracture characteristics of three metals subjected to various strains, strain rates, temperatures and pressures. Engineering Fracture Mechanics, 21(1):31-48.
[14]Jones, N., Shen, W.Q., 1992. Theoretical study of the lateral impact of fully clamped pipelines. Proceedings of the Institution of Mechanical Engineers, Part E: Journal of Process Mechanical Engineering, 206(2):129-146.
[15]Jones, N., Birch, R.S., 1996. Influence of internal pressure on the impact behavior of steel pipelines. Journal of Pressure Vessel Technology, 118(4):464-471.
[16]Jones, N., Birch, R.S., 2010. Low-velocity impact of pressurised pipelines. International Journal of Impact Engineering, 37(2):207-219.
[17]Jones, N., Birch, S.E., Birch, R.S., et al., 1992. Experimental study on the lateral impact of fully clamped mild steel pipes. Proceedings of the Institution of Mechanical Engineers, Part E: Journal of Process Mechanical Engineering, 206(2):111-127.
[18]Liu, J.H., Francis, A., 2004. Theoretical analysis of local indentation on pressured pipes. International Journal of Pressure Vessels and Piping, 81(12):931-939.
[19]Lu, G.Y., Zhang, S.Y., Lei, J.P., et al., 2007. Dynamic responses and damages of water-filled pre-pressurized metal tube impacted by mass. International Journal of Impact Engineering, 34(10):1594-1601.
[20]Nishida, M., Tanaka, K., 2006. Experimental study of perforation and cracking of water-filled aluminum tubes impacted by steel spheres. International Journal of Impact Engineering, 32(12):2000-2016.
[21]Pantalé, O., Bacaria, J.L., Dalverny, O., et al., 2004. 2D and 3D numerical models of metal cutting with damage effects. Computer Methods in Applied Mechanics and Engineering, 193(39-41):4383-4399.
[22]Rezaei, A., Verhelst, R., van Paepegem, W., et al., 2011. Finite element modelling and experimental study of oblique soccer ball bounce. Journal of Sports Sciences, 29(11):1201-1213.
[23]Rosenberg, Z., Forrestal, M.J., 1988. Perforation of aluminum plates with conical-nosed rods—additional data and discussion. Journal of Applied Mechanics, 55(1):236-238.
[24]Shah, Q.H., 2011. Experimental and numerical study on the orthogonal and oblique impact on water filled pipes. International Journal of Impact Engineering, 38(5):330-338.
[25]Yang, J.L., Lu, G.Y., Yu, T.X., et al., 2009. Experimental study and numerical simulation of pipe-on-pipe impact. International Journal of Impact Engineering, 36(10-11):1259-1268.
[26]Zhao, Y., Wang, Z.Y., He, Z.G., 2014. Numerical study of CFRP-bonded pressure pipes subject to impact load. Applied Mechanics and Materials, 602-605:432-437.
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