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Experimental and Numerical Study on the Dynamic Buckling of Ping-pong Balls under Impact Loading

  • X. W. Zhang EMAIL logo and T. X. Yu
Published/Copyright: February 11, 2012

Abstract

By means of ping-pong balls, the dynamic buckling behaviours of thin-walled spherical shells under impact loading are studied both experimentally and numerically. First, the quasi-static tests were conducted on an MTS tester, in which the ball was compressed onto a PMMA plate. Apart from the force-displacement relationship, the evolution of the contact zone between the ball and the plate was obtained by a digital camera. In the impact tests, ping-pong balls were accelerated by an air-gun and then impinged onto a rigid plate with the velocity ranging 10–45 m/s. The local dynamic buckling processes of the ball were recorded by a high-speed digital camera, from which the impact duration, the maximum contact diameter, as well as the contact diameter at snap-through buckling under different impact velocities were obtained. It is found that with the same size of contact zone, the dynamic energy absorption of the ball is much larger than that in the quasi-static tests. To understand the dynamic effects in the impact process, numerical simulations were performed by using different material properties and different impact velocities. The comparison between the experimental and numerical results show that the kinetic energy absorption of the ball is induced by the strain-rate effect, local vibration of the ball and viscous-elastic effect, respectively.

PACS®(2010): 62.20.mq
Received: 2011-11-4
Accepted: 2011-11-23
Published Online: 2012-2-11
Published in Print: 2012-2-1

©2012 by De Gruyter

Articles in the same Issue

  1. Preface
  2. Multi-Thickness Target Plate Impact Experimental Approach to Failure Waves in Soda-lime Glass and Its Numerical Simulation
  3. Orientation-dependent Constitutive Model with Nonlinear Elasticity for Shocked β-HMX Single Crystal
  4. Numerical Simulation of a Shock Tube for Bio-dynamics Study
  5. Explosive-driven Shock Wave Demagnetization of Nd2Fe14B Hard Ferromagnets
  6. Large Mass Protection with Close-celled Metallic Foams Under Low Velocity Impact: Spring-damper-foam Collision Model
  7. Performance Analysis and Optimization of a Dual Warhead System
  8. Establishment of a Dynamic Mohr–Coulomb Failure Criterion for Rocks
  9. Nonlinear Damage and Failure Behavior of Brittle Rock Subjected to Impact Loading
  10. Experiments and Modeling of Failure and Fragmentation of Alumina Cylinders under Uniaxial Compression
  11. Radiation Characteristics of a Reflector Antenna Under Shock Wave Loading
  12. Experimental and Numerical Study on the Dynamic Buckling of Ping-pong Balls under Impact Loading
  13. Dynamic Buckling of Cylindrical Shells under Axial Impact in Hamiltonian System
  14. A Microscopic Approach to Strain-rate Effect on the Compressive Strength of Concrete-like Materials
  15. Frontmatter
  16. Preface
  17. Multi-Thickness Target Plate Impact Experimental Approach to Failure Waves in Soda-lime Glass and Its Numerical Simulation
  18. Orientation-dependent Constitutive Model with Nonlinear Elasticity for Shocked β-HMX Single Crystal
  19. Numerical Simulation of a Shock Tube for Bio-dynamics Study
  20. Explosive-driven Shock Wave Demagnetization of Nd2Fe14B Hard Ferromagnets
  21. Large Mass Protection with Close-celled Metallic Foams Under Low Velocity Impact: Spring-damper-foam Collision Model
  22. Performance Analysis and Optimization of a Dual Warhead System
  23. Establishment of a Dynamic Mohr–Coulomb Failure Criterion for Rocks
  24. Nonlinear Damage and Failure Behavior of Brittle Rock Subjected to Impact Loading
  25. Experiments and Modeling of Failure and Fragmentation of Alumina Cylinders under Uniaxial Compression
  26. Radiation Characteristics of a Reflector Antenna Under Shock Wave Loading
  27. Experimental and Numerical Study on the Dynamic Buckling of Ping-pong Balls under Impact Loading
  28. Dynamic Buckling of Cylindrical Shells under Axial Impact in Hamiltonian System
  29. A Microscopic Approach to Strain-rate Effect on the Compressive Strength of Concrete-like Materials
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