Elastodynamic Analysis of Aerial Refueling Hose Using Curved Beam Element

The elastodynamic analysis of an aerial refueling hose by classic cable theory suffers the singularity problem when the hose slackens under dynamic loadings. The difficulty is addressed and overcome by modeling the refueling hose with a new three-noded locking-free curved beam element. The large deformations and rotations of curved beams are formulated in terms of an updated Lagrangian framework with consistently coupled quintic polynomial displacement fields to satisfy the membrane locking-free condition. The stability and accuracy of the new element is validated by experiments involving an instrumented free-swinging steel cable. Good agreement is observed between the experimental results and the predictions of the new element. The numerical capability of modeling a refueling hose and drogue system has been demonstrated by simulating 1) the oscillation of hose due to the disturbance from the tanker and the vortex-induced velocity and 2) a receiver coupling with a hose reel malfunction. The analysis results show clearly the formation and propagation of oscillations along the hose, the consequent whipping near the drogue, and the associated variation of hose tension. The results of new element agree well with field observations and existing analysis results.

[1]  Gangan Prathap,et al.  A linear thick curved beam element , 1986 .

[2]  M. Crisfield,et al.  Energy‐conserving and decaying Algorithms in non‐linear structural dynamics , 1999 .

[3]  Shaker A. Meguid,et al.  Modeling and simulation of aerial refueling by finite element method , 2007 .

[4]  J. N. Reddy,et al.  On shear and extensional locking in nonlinear composite beams , 2004 .

[5]  Mitchell J. McCarthy,et al.  United States Marine Corps aerial refueling requirements analysis , 2000, 2000 Winter Simulation Conference Proceedings (Cat. No.00CH37165).

[6]  P. Raveendranath,et al.  Free vibration of arches using a curved beam element based on a coupled polynomial displacement field , 2000 .

[7]  J J Burgess EQUATIONS OF MOTION OF A SUBMERGED CABLE WITH BENDING STIFFNESS , 1992 .

[8]  Jang-Keun Lim,et al.  General curved beam elements based on the assumed strain fields , 1995 .

[9]  S. T. Quek,et al.  LOW-TENSION CABLE DYNAMICS: NUMERICAL AND EXPERIMENTAL STUDIES , 1999 .

[10]  Klaus-Jürgen Bathe,et al.  Locking Behavior of Isoparametric Curved Beam Finite Elements , 1995 .

[11]  Bernard Etkin Stability of a Towed Body , 1998 .

[12]  Q. Wu,et al.  Non-linear vibrations of cables considering loosening , 2003 .

[13]  Ronald J. Ray,et al.  Calculated Drag of an Aerial Refueling Assembly Through Airplane Performance Analysis , 2004 .

[14]  H. Saunders,et al.  Finite element procedures in engineering analysis , 1982 .

[15]  Christopher T. Howell,et al.  NUMERICAL ANALYSIS OF 2-D NONLINEAR CABLE EQUATIONS WITH APPLICATIONS TO LOW-TENSION PROBLEMS , 1991 .

[16]  J. Reddy ON LOCKING-FREE SHEAR DEFORMABLE BEAM FINITE ELEMENTS , 1997 .

[17]  P. Raveendranath,et al.  A three‐noded shear‐flexible curved beam element based on coupled displacement field interpolations , 2001 .

[18]  Bradley J. Buckham,et al.  Dynamics simulation of low tension tethers , 1999, Oceans '99. MTS/IEEE. Riding the Crest into the 21st Century. Conference and Exhibition. Conference Proceedings (IEEE Cat. No.99CH37008).

[19]  William H Phillips Theoretical analysis of oscillations of a towed cable , 1949 .

[20]  Gajbir Singh,et al.  A two‐noded locking–free shear flexible curved beam element , 1999 .

[21]  D Guido Dynamics of a towed sailplane , 1991 .

[22]  Zheng H. Zhu,et al.  Analysis of three-dimensional locking-free curved beam element , 2004, Int. J. Comput. Eng. Sci..

[23]  Gangan Prathap,et al.  A field consistent higher-order curved beam element for static and dynamic analysis of stepped arches , 1989 .

[24]  Gangan Prathap,et al.  Reduced integration and the shear-flexible beam element , 1982 .

[25]  Thomas J. R. Hughes,et al.  Implicit-explicit finite elements in nonlinear transient analysis , 1979 .

[26]  T. G. Carne,et al.  Guy cable design and damping for vertical axis wind turbines , 1981 .

[27]  A. Tondl,et al.  Non-linear Vibrations , 1986 .

[28]  J. Delaurier A Stability Analysis for Tethered Aerodynamically Shaped Balloons , 1972 .

[29]  Shaker A. Meguid,et al.  Nonlinear FE-based investigation of flexural damping of slacking wire cables , 2007 .

[30]  J. N. Reddy,et al.  A new beam finite element for the analysis of functionally graded materials , 2003 .

[31]  Bernhard A. Schrefler,et al.  A total lagrangian geometrically non-linear analysis of combined beam and cable structures , 1983 .

[32]  David Yeh,et al.  Dynamic Characteristics of a KC-10 Wing-Pod Refueling Hose by Numerical Simulation , 2002 .

[33]  R. W. Clough,et al.  A curved, cylindrical-shell, finite element. , 1968 .

[34]  Akira Obata,et al.  Longitudinal stability analysis of aerial-towed systems , 1992 .

[35]  T. Belytschko,et al.  Membrane Locking and Reduced Integration for Curved Elements , 1982 .

[36]  Shaker A. Meguid,et al.  Dynamic multiscale simulation of towed cable and body , 2003 .