No description available.

Ice hockey helmets effectively mitigate the risk of skull fractures and focal traumatic brain injuries in professional ice hockey (PIH), but do not manage diffuse brain injuries such as concussion. This is due to current standard tests, which only represent one head impact event (a fall to the ice) and do not measure rotational head kinematics. It is important that helmets are evaluated using impact conditions that represent how players sustain concussions in ice hockey. The objective of this study was to describe the relationship between three ice hockey helmet tests and reconstructions of three concussive injury events in PIH. A flat anvil drop test (representing head-to-ice impacts), angled anvil drop test (representing head-to-boards impacts at 30o and 45o) and pneumatic ram test (representing medium and high compliance shoulder-to-head impacts) were performed using parameters reflecting concussive injuries in PIH. Stepwise regressions identified the dynamic response variables producing the strongest relationships with MPS. For the flat anvil drop test, dominant linear acceleration had the strongest relationship with MPS (R2 = 0.960), while there were no significant predictors of MPS from the PIH head-to-ice reconstructions. Rotational velocity had the strongest relationship for the 30o (R2 = 0.978) and 45o Anvil Drop Tests (R2 = 0.977), while rotational acceleration had the strongest relationship for the PIH head-to-boards reconstructions (R2 = 0.649). Resultant rotational acceleration had the strongest relationship for the medium compliance ram test (R2 = 0.671), the high compliance ram test (R2 = 0.850) and the PIH shoulder-to-head reconstructions (R2 = 0.763). The flat anvil drop test results indicate that falls on a flat, rigid surface induce primarily linear acceleration of the head. Standards should continue using this type of test to ensure helmets prevent skull fracture and focal TBI. Ice hockey helmets should also be evaluated using an angled anvil drop test and a collision ram test, representing two unique head impact events known to cause concussive injuries. The 45o Anvil Drop Test provided a closer representation of concussive head-to-boards impacts in PIH, with rotational velocity producing the strongest relationship with MPS. For collision impacts, the Medium Compliance Ram Test yielded repeatable impact conditions while the High Compliance Ram Test provided a closer representation of real-world concussive shoulder-to-head impacts. For these pneumatic ram tests, rotational acceleration produced the strongest relationship with MPS. The information in this thesis may be used by standards organizations when designing future ice hockey helmet tests.

One of the most significant challenges in the composite development field is to find a low-cost manufacturing route capable of producing large volumes of material. This thesis develops and characterises a potential avenue for addressing this, an induction furnace-based process. This process produced a composite of A357 matrix and 10% wt Dramix 3D 80/30 SL steel fibres. The method was evaluated by microstructural analysis and optimum casting parameters were approximated. The fibres were introduced to liquid A357 at 700°C and the composite was brought to a measured temperature of 650°C over not more than 120 seconds before being removed from the furnace and cooled. 10% wt was the ideal reinforcement ratio for this process. Characterising the tensile and compressive strength of the composite material, it reached a peak stress 130% higher than A357 produced under the same conditions, though the peak stresses were still 20% of the literature values for T6 tempered A357. This suggests the need for development of a temper which does not degrade the properties of the composite. 3-point bending tests and some tensile specimens also showed post-failure strength. Under dynamic loading, the composite showed a peak stress in excess of 100 MPa without reaching maximum compression under SHPB loading, and comparable performance to SiC-reinforced MMCs under ballistic testing. The linear decrease in work-hardening with increasing distance from the impact site shows shock and pressure-pulse dissipation properties, attributed to the difference in acoustic impedance between the matrix and the reinforcement.

We study axisymmetric deformations of depleted uranium (DU) and tungsten heavy alloy (WHA) rods impacting at normal incidence both a rigid, planar target and a thick, deformable steel target. Each deformable material is modeled as elastic thermoviscoplastic; the flow stress increases with an increase in the effective plastic strain and effective plastic strain-rate but decreases with a rise in the temperature. An objective of this work is to ascertain when and where a shear band, defined as a narrow region of rapid, intense plastic deformation, forms in each material subject to impact loading. The Taylor impact simulations show that shear bands form earlier in WHA than in DU for the material parameters used. In the penetration simulations, shear bands form continuously in the ejecta of the DU penetrator while only one shear band occurs in the WHA ejecta followed by more uniform deformations. Note: In order to view the computer animations referenced in this thesis, one must have a QuickTime movie player and download the files named Ujce.mov Uz2e.mov Uz3e.mov Wjce.mov Wz2e.mov and Wz3e.mov from the same directory the "pdf" file resides in. / Master of Science

Granular materials utilised in the construction of highway foundation layers are currently specified on the basis of index tests. As a consequence, the material acceptability criteria, although developed from many years' experience, do not directly measure a fundamental performance parameter. Once the granular materials are placed and compacted they are rarely checked and as such no assurance can be given to their likely engineering performance in situ. An important performance parameter, the stiffness modulus, describes the ability of the constructed layer(s) to spread the construction (and in-service) vehicle contact pressures and reduce the stresses, and hence strains, transmitted to the lower weaker layers. A significant improvement upon current practice would be to include the specification of 'end product' testing and to include the direct measurement in situ of stiffness modulus to assure performance. A prerequisite of this is suitable site equipment to measure such a parameter, and a sound basis upon which to interpret and utilise such data. Tests do exist that measure stiffness modulus in situ, although in general they measure a 'composite' stiffness, i.e. a single transducer infers the surface strain, under controlled loading, for the construction as a whole and the region affecting the measurement is not precisely known. Currently then, no routine portable device exists for the direct stiffness modulus assessment of the near surface or last layer applied. This would not only provide for consistency of construction, but avoid burying poor or weaker layers. This thesis describes the evaluation of a portable impact test device and research into the behaviour of granular soils subject to rapid transient loads. The requirements for the assessment of pavement granular foundation layers are reviewed, followed by a critical appraisal of current devices that measure the stiffness modulus of material in situ. The prototype impact device, known as ODIN, comprising an accelerometer instrumented swinging hammer, is described. A selection of field data, demonstrating the primary soil influencing factors and correlations with other devices, is presented. Controlled laboratory testing is also described, comprising impact testing with free-falling masses in addition to the ODIN device and for tests on foundations instrumented with pressure cells, that further explains the dynamic behaviour of the material under test. Problems with both hardware and software, associated with high-frequency impact testing are highlighted. In particular, the restraint of the impact mass by the swinging arm mechanical component is observed to lead to a proportion of the impact energy being channelled back into the apparatus during a test. The channelled energy is shown to produce resonance of the apparatus, which in turn leads to problems in interpretation of the accelerometer signal. Numerical methods are then explored and it is demonstrated that the predictions approximated well to the free-falling weights experimental data. Discussion of the research findings concludes with a model for soil behaviour under impact testing, requirements for an improved impact device and the further research work required to realise the potential of such equipment.

No description available.

yes / ACI Committee 544’s repeated drop-weight impact test for concrete is often criticized for large variations within the results. This paper identifies the sources of these large variations and accordingly suggests modifications to the ACI test. The proposed modifications were evaluated and compared to the current ACI test by conducting impact resistance tests on 40 specimens from two batches of polypropylene fiber-reinforced concrete (PPFRC). The results obtained from both methods were statistically analyzed and compared. The variations in the results were investigated within the same batch and between different batches of concrete. The impact resistance of PPFRC specimens tested with the current ACI test exhibited large coefficients of variation (COV) of 58.6% and 50.2% for the first-crack and the ultimate impact resistance, respectively. The corresponding COV for PPFRC specimens tested according to the modified technique were 39.4% and 35.2%, indicating that the reliability of the results was significantly improved. It has been shown that, using the current ACI test, the minimum number of replications needed per each concrete mixture to obtain an error below 10% was 41 compared to 20 specimens for the modified test. Although such a large number of specimens is not good enough for practical and economical reasons, the reduction presents a good step on the development of a standard impact test.

Aluminium matrix composites are among the most promising candidate materials for light weight and high strength applications such as transportation and armour. In a previous study 6061 aluminum matrix composites reinforced with plain weave carbon fiber preform (AS4 Hexcel) were successfully fabricated by squeeze casting using the laminate fabrication technique. This research aims at optimizing the fabrication process in order to achieve improved strength and mechanical properties. It focuses on the liquid infiltration squeeze casting method. Good mechanical bonding between fiber and aluminium is achieved thanks to improved infiltration and impregnation of the fabric by liquid aluminium. Oxidation products at fiber/aluminium interface and porosity are reduced. As a result, composites are produced with overall improved mechanical properties. The flexural strength is increased by up to 19.9% and 15.4% compared to the laminate approach and the reference 6061 aluminium alloy squeeze cast under identical conditions, respectively. Similarly, overall hardness is improved. However, the impact strength is reduced by 7.76% and 25.78% when compared to casts fabricated by the laminate method and the reference aluminium alloy, respectively. The thesis constitutes a good basis for further research on fiber and particle reinforced aluminium matrix composites with the goal of further improving fracture toughness, particularly for gradient materials used in armour applications.

Aluminium matrix composites are among the most promising candidate materials for light weight and high strength applications such as transportation and armour. In a previous study 6061 aluminum matrix composites reinforced with plain weave carbon fiber preform (AS4 Hexcel) were successfully fabricated by squeeze casting using the laminate fabrication technique. This research aims at optimizing the fabrication process in order to achieve improved strength and mechanical properties. It focuses on the liquid infiltration squeeze casting method. Good mechanical bonding between fiber and aluminium is achieved thanks to improved infiltration and impregnation of the fabric by liquid aluminium. Oxidation products at fiber/aluminium interface and porosity are reduced. As a result, composites are produced with overall improved mechanical properties. The flexural strength is increased by up to 19.9% and 15.4% compared to the laminate approach and the reference 6061 aluminium alloy squeeze cast under identical conditions, respectively. Similarly, overall hardness is improved. However, the impact strength is reduced by 7.76% and 25.78% when compared to casts fabricated by the laminate method and the reference aluminium alloy, respectively. The thesis constitutes a good basis for further research on fiber and particle reinforced aluminium matrix composites with the goal of further improving fracture toughness, particularly for gradient materials used in armour applications.

As fraturas dos ossos longos são geralmente provocadas por esforços dinâmicos de impacto (choque). O esclarecimento do comportamento de ossos submetidos a testes controlados de impacto pode representar um aprofundamento no conhecimento geral sobre as questões que envolvem a ocorrência das fraturas. Os testes de impacto são, de modo geral, realizados por meio de uma máquina especificamente desenvolvida, provida de um martelo pendular que incide sobre corpos de prova do material testado. Porém, as máquinas de impacto disponíveis no mercado são projetadas para ensaiar materiais com dimensões definidas de acordo com a norma relativa ao tipo de material, que não são adaptadas para materiais biológicos. Os materiais biológicos são em geral anisotrópicos, o que impede a confecção de corpos de prova com formas e dimensões rigorosamente padronizadas, como acontece com os materiais não biológicos. Desta forma, uma máquina de ensaio de impacto para materiais biológicos deve ser, necessariamente, especificamente desenvolvida para essa finalidade, com a principal característica de que os apoios dos corpos de prova possam ser mudados de forma e posição conforme as necessidades de cada material em teste. Foi o objetivo deste trabalho, projetar, construir e testar, comparativamente a outra máquina comercialmente disponível, uma máquina de ensaio de impacto especificamente destinada a materiais biológicos, com possibilidade de variação dos vãos entre os apoios dos corpos de prova, o que flexibiliza o ensaio de acordo com as características de cada material. / Fractures of long bones are generally caused by dynamic impact loads (shock). Studying clearing the behaviour of bones submitted to controlled impact tests may contribute to deepen the general knowledge on the phenomena involving the event of fractures. The impact tests are usually carried out with a specially designed machine, provided with a pendulum hammer which strikes on specimens of the tested material. However, the commercially available impact testing machines are designed for isotropic materials, of definite shape and dimensions according to standards specific for each material, which are not adapted for biologic materials. The biologic materials are in general anisotropic by nature, what prevents the construction of test pieces with rigorously standardised shape and dimensions, as it happens with non-biological materials. Therefore, especially designed impact testing machine should be developed for this purpose. lts a main characteristic would be that the test pieces supports can be changed and moved, to adapt to their shapes and dimensions. The design, development and test of as impact testing machine specifically designed for bone, comparing it to another conmercially available machine, was the aim of this work machine developed enables the variation of the distance between the test piece supports, which allows to carry out tests according to the physical characteristics of any test piece.