Energy absorption mechanisms have been investigated intensively for the past decades by various authors and institutions, and numerous articles and other literature sources are available in print, as well as on the Internet. Energy absorbers and crashworthiness structures are two main research components in the energy absorption field under investigation today. In this research geometric changes are introduced on Al 6063-T6 circular tubes in the form of horizontal and spiral grooves to asses their influence on energy absorption characteristics. The horizontal and spiral grooves were cut into the tube to a cut depth of half the wall thickness of the tubes. The pitch was varied for both the horizontal and spiral grooves, while the cut width was kept constant. A specially designed static impact sleeve was used to compress the test specimens axially in an Instron 250 kN universal hydraulic testing system. Load vs. displacement graphs were generated from the captured experimental data for the uncut, horizontal and spiral grooved tubes. Energy vs. displacement graphs were created from the experimental data. The final deformed tubes were visually examined to determine the effect the geometric change had on the circular tube form, as well as the deformation pattern of the crushed tube. A Finite Element Method model is presented for each of the experimentally investigated tube impact models. A two dimensional (2D) model for the uncut as well as horizontally grooved tube is generated and analysed using a quasi static loading approach. Non-linear material properties are assigned to the model, and the Riks algorithm is used to model the non-linear post buckling behaviour of the various tubes. The results from the FEM analysis are used to generate load vs. displacement and energy vs. displacement graphs that are compared with the experimental data. Three dimensional (3D) FEM models of the normal, spiral and horizontal cut tubes were also generated in a CAD environment. A dynamic explicit non-linear analysis was done for each of the models to determine the reaction force and energy output values of each of the models. All analyses extend into the plastic material domain. Reaction force vs. displacement and energy vs. displacement graphs are generated from these analyses. A comparison is made between the numerically and experimentally determined gradients of the energy vs. displacement graphs of each of the tubes investigated. This forms the basis for an energy absorber design with application in the transport industry. Unique geometric imperfections were investigated experimentally and numerically for aluminium tubes. A lower buckling load than that for the normal tubes was achieved with the introduction of these geometric imperfections. New deformation patterns on tubes with imperfections not previously observed were described and analysed extensively. The load vs displacement graphs showed a constant increase in the load for the spiral grooved tubes. From the comparison between the numerically and experimentally investigated geometric imperfections a design guide line was esthablished and used in the conceptual design of an energy absorber for the automotive industry. / Prof. L. Pretorius Prof. R.F. Laubscher

The control of stresses and liquid pressure surges in pipes is an important problem in the design of hydraulic pipe networks. The method of characteristics has been used to solve the transient stresses and pressures in liquid-filled piping systems. The friction force is included in the equations of motion for the fluid and the pipe wall. The maximum pressure and maximum stress at any point along the length of the pipe are evaluated for the entire simulation time. A nonlinear search technique has been developed using the simplex method. The optimal valve closure is sought, that will minimize the maximum pressure and/or stresses. A continuous optimal valve closure policy is specified using spline functions. Numerical examples are presented showing the reduction of the dynamic pressure and the dynamic stress from linear valve closure to optimal valve closure for a simple pipeline and a complex pipeline. Also, a method for choosing the shortest time of closure which will keep the stresses below specified allowable stresses is presented.