525 research outputs found

    Colour Confinement and Deformed Baryons in Quantum Chromodynamics

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    The confinement of coloured entities in Quantum Chromodynamics (QCD) is traced to colour singletness of the observed entities. This is believed to arise from colour singlet state of quark-antiquark for mesons and a fully colour antisymmetric state for baryons. This demands a spherically symmetric baryon in the ground state. However it is pointed out that a deformed baryon in the ground state has been found to be extremely successful phenomenology. There are convincing experimental supports for a deformed nucleon as well. This means that something has been missed in the fundamental theory. In this paper this problem is traced to a new colour singlet state for baryons which has been missed hitherto and incorporation of which provides a consistent justification of a deformed baryon in the ground state. Interestingly this new colour singlet state is global in nature.Comment: 5 pages, 1 figur

    Temperatures, stresses and distortions in brake discs

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    This thesis records an investigation into the temperature distributions in brake discs resulting from different types of braking duties, and the stresses and deformations arising due to these temperature gradients. In particular, the 'bell' region of the brake disc, i.e. the heat-conducting path between the rubbing path and the mounting flange, is subjected to close analysis by both theoretical and experimental means. A knowledge of the temperature distributions in the bell is important, for two main reasons: to ensure that long periods of braking do not cause excessive temperatures at the mounting, and to enable thermal stresses and distortions to be evaluated. In this thesis e numerical method of solution based upon an idealisation of the disc is developed, and dynamometer tests ere described simulating vehicle braking for measurement of temperatures by means of thermocouples. The theoretical and experimental temperatures correlate well. [Continues.

    Seismic response of steel fibre reinforced concrete beam-column joints

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    The present research work aims to investigate numerically the behaviour of steel fibre reinforced concrete beam-column joints under seismic action. Both exterior and interior joint types were examined and 3D nonlinear finite element analyses were carried out using ABAQUS software. The joints were subjected to reversed-cyclic loading, combined with a constant axial force on the column representing gravity loads. The joints were initially calibrated using existing experimental data – to ascertain the validity of the numerical model used – and then parametric studies were carried out using different steel fibre ratios coupled with increased spacing of shear links. The aim was to assess the effect of introducing steel fibres into the concrete mix in order to compensate for a reduced amount of conventional transverse steel reinforcement and hence lessen congestion of the latter. This is particularly useful for joints designed to withstand seismic loading as code requirements (e.g. Eurocode 8) lead to a high amount of shear links provided to protect critical regions. The spacing between shear links was increased by 0%, 50% and 100%, whilst the fibre volume fraction (Vf) was increased by 0%, 1%, 1.5%, 2% and 2.5%. Potential enhancement to ductility, a key requirement in seismic design, was investigated as well as potential improvements to energy absorption and confinement. The work also examined key structural issues such as strength, storey drift, plastic hinges formation and cracking patterns
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