Pressure instrumentation in explosive forming : the non-linear transient displacement of a circular plate
The use of explosive forming for small production runs has been considered suitable for New Zealand manufacturing. A literature review of the explosive forming process establishes the need for instrumentation that enables the loading of the workpiece to be determined, particularly that associated...
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Language: | en |
Published: |
University of Canterbury. Mechanical Engineering
2013
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Online Access: | http://hdl.handle.net/10092/7518 |
Summary: | The use of explosive forming for small production runs has been considered suitable for New Zealand manufacturing.
A literature review of the explosive forming process establishes the need for instrumentation that enables the loading of the workpiece to be determined, particularly that associated with the workpiece/energy transfer medium interaction. Because of the magnitude of the initial shock wave the development of a pressure transducer based upon
the non-linear deflection of a circular clamped plate or plate/dielectric foundation is considered.
A modal analysis of the linear response of a clamped plate or plate/foundation system with viscous damping and subject to a transient loading is derived. The Winkler and Pasternak models were used to represent the foundation behaviour. To determine the non-linear
response of both a rigidly fixed edge and a simply supported immovable edge plate for similar conditions to those applied to the modal analysis a numerical program is developed. The spatial domain is modelled by central finite differences with a time element method giving a resultant recurrence scheme which is used in the time domain. An analysis of the effect of viscous damping on the stability of a range of three point schemes is derived for a single degree of freedom system and the results presented.
For a range transient loads a strong correlation was obtained between the linear deflection results determined from numerical program and the modal analysis. The dynamic non-linear deflection of the plate and plate/foundation system is presented for step loads and
a transient exponentially decaying load. |
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