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...

Full description

Bibliographic Details
Main Author: Smaill, J. S.
Language:en
Published: University of Canterbury. Mechanical Engineering 2013
Online Access:http://hdl.handle.net/10092/7518
Description
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.