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Analysis of Planar Motion for Curved Pipe Conveying Fluid with Different Types of Initial Configuration

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Abstract

A new nonlinear model is presented for a pipe conveying fluid with an initial configuration and an extensible centerline. The proposed model is established in a local coordinate system, considering small strains but large displacements. On the basis of the Green–Lagrange strain tensor and the Euler–Bernoulli beam theory, the strain energy of the system is obtained in the derivation of the equations of motion . The partial differential equations of motion are transformed into ordinary differential equations by the differential quadrature method (DQM). Static equations and linearized dynamic equations around static solutions are given, and the dynamical characteristics are investigated. Static deformation and natural frequencies are given with different fluid conveying curved pipes. Numerical results show that semi-circular, elliptic, arc-type, and imperfect pipes do not lose stability; however, with increasing fluid velocity, these systems have static deflection. Finally, by applying the finite element absolute node coordinate method (ANCF), the numerical results of arc-type and imperfect pipes are verified in an appendix.

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Acknowledgements

The research was partially supported by the National Natural Science Foundation of China (Grant Numbers 11872043), and the Opening Project of Sichuan Province University Key Laboratory of Bridge Non-destruction Detecting and Engineering Computing (Grant Numbers 2016QZJ03), and Fund Project of Sichuan University of Science and Engineering in hit-haunting for talents (Grant Numbers 2016RCL31 and 2018RCL11), and Key projects of Department of Education of Sichuan Province (Grant Numbers 18ZA0353), and Zigong Science and Technology Program (Grant Numbers 2020YGJC03). The authors thank the anonymous reviewers for their helpful suggestions.

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Appendix

Appendix

To get reliable numerical results, the credibility of the present model for these pipes needs to be verified. Comparison is completed employing the so-called absolute nodal coordinate formulation (ANCF) [31]. In this section, the authors only select two types of pipe models for comparison. The first type is arc-type fluid-conveying pipes with the parameters \(\varphi = {40^o},{A_1} = 0.0,R = 1.462,\Pi \mathrm{{ = }}2.5 \times {10^4}\times {L^2}\). Figure 15a, b show the comparison of the natural frequencies and static displacement of arc-type pipe using the present theory and ANCF.The numerical results show high consistency.

Fig. 15
figure 15

The natural frequencies and static displacement of arc-type pipe: a natural frequencies; b static displacement

In addition, the second pipe system which is the imperfect pipe with the imperfection function as in (56) is analyzed in two modeling theories with \(\Pi \mathrm{{ = }}1000.0,\beta = 0.50,A_1=0.1\). Using these system parameters, the natural frequencies and static equilibrium of the pipe are shown in Fig. 16. Clearly, from Figure 16a, b, it can be seen that the results of the present theory agree very well with those of ANCF. Comparison of numerical results based on two types of pipe models demonstrates that the present model is reliable.

Fig. 16
figure 16

The natural frequencies and static displacement of imperfect-type pipe, a natural frequencies; b static displacement

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Yun-dong, L., Ze-gang, S. Analysis of Planar Motion for Curved Pipe Conveying Fluid with Different Types of Initial Configuration. J. Vib. Eng. Technol. 10, 2033–2048 (2022). https://doi.org/10.1007/s42417-021-00403-w

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