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2002, Laser and Particle Beams
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4 pages
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One approach being explored as a route to practical fusion energy uses heavy ion beams focused on an indirect drive target. Such beams will lose electrons while passing through background gas in the target chamber, and therefore it is necessary to assess the rate at which the charge state of the incident beam evolves on the way to the target. Accelerators designed primarily for nuclear physics or high energy physics experiments utilize ion sources that generate highly stripped ions in order to achieve high energies economically. As a result, accelerators capable of producing heavy ion beams of 10 to 40 MeV0amu with charge state 1 currently do not exist. Hence, the stripping cross sections used to model the performance of heavy ion fusion driver beams have, up to now, been based on theoretical calculations. We have investigated experimentally the stripping of 3.4 MeV0amu Kr ϩ7 and Xe ϩ11 in N 2 ; 10.2 MeV0amu Ar ϩ6 in He, N 2 , Ar, and Xe; 19 MeV0amu Ar ϩ8 in He, N 2 , Ar, and Xe; 30 MeV He ϩ1 in He, N 2 , Ar, and Xe; and 38 MeV0amu N ϩ6 in He, N 2 , Ar, and Xe. The results of these measurements are compared with the theoretical calculations to assess their applicability over a wide range of parameters.
Journal de Physique IV (Proceedings), 2006
Key scientific results from recent experiments, modeling tools, and heavy ion accelerator research are summarized that explore ways to investigate the properties of high energy density matter in heavy-ion-driven targets, in particular, strongly-coupled plasmas at 0.01 to 0.1 times solid density for studies of warm dense matter, which is a frontier area in high energy density physics. Pursuit of these near-term objectives has resulted in many innovations that will ultimately benefit heavy ion inertial fusion energy. These include: neutralized ion beam compression and focusing, which hold the promise of greatly improving the stage between the accelerator and the target chamber in a fusion power plant; and the Pulse Line Ion Accelerator (PLIA), which may lead to compact, low-cost modular linac drivers.
Journal of Physics: Conference Series, 2019
For each heavy-ion accelerator facility charge stripping is a key technology – the stripping charge state, its efficiency to produce ions in the selected charge state, and the beam quality after stripping substantially determine the entire accelerator performance. Modern heavy ion accelerator facilities such as the future Facility for Antiproton and Ion Research (FAIR) at GSI, Darmstadt, Germany provide for high-intensity heavy-ion beams beyond 200 MeV/u. Heavy ions generated in an ion source at comparatively low charge states are pre-accelerated in a Linac to a few MeV/u, after charge stripping the average charge state is increased and one (or several) ion charge states are selected for further acceleration. This enables more efficient acceleration up to the final beam energy, compared to acceleration of ions with a low charge state. C-foil stripping allows for highest mean charge state and best stripping efficiency into the desired charge state. Therefore minimum acceleration volt...
2005
Key scientific results from recent experiments, modeling tools, and heavy ion accelerator research are summarized that explore ways to investigate the properties of high energy density matter in heavy-ion-driven targets, in particular, strongly-coupled plasmas at 0.01 to 0.1 times ...
Physics of Plasmas, 2003
The U.S. Heavy Ion Fusion program has recently commissioned several new experiments. In the High Current Experiment ͓P. A. Seidl et al., Laser Part. Beams 20, 435 ͑2003͔͒, a single low-energy beam with driver-scale charge-per-unit-length and space-charge potential is being used to study the limits to transportable current posed by nonlinear fields and secondary atoms, ions, and electrons. The Neutralized Transport Experiment similarly employs a low-energy beam with driver-scale perveance to study final focus of high perveance beams and neutralization for transport in the target chamber. Other scaled experiments-the University of Maryland Electron Ring ͓P. G. O'Shea et al., accepted for publication in Laser Part. Beams͔ and the Paul Trap Simulator Experiment ͓R. C. Davidson, H. Qin, and G. Shvets, Phys. Plasmas 7, 1020 ͑2000͔͒-will provide fundamental physics results on processes with longer scale lengths. An experiment to test a new injector concept is also in the design stage. This paper will describe the goals and status of these experiments, as well as progress in theory and simulation. A proposed future proof-of-principle experiment, the Integrated Beam Experiment, will also be described.
2002
Significant experimental and theoretical progress in the U.S heavy-ion fusion (HIF) program is reported in modeling and measurements of intense space-charge-dominated heavy ion and electron beams. Measurements of the transport of a well-matched and aligned high current (0.2A) 1.0 MeV potassium ion beam through 10 electric quadrupoles, with a fill factor of 60%, shows no emittance growth within experimental measurement uncertainty, as expected from the simulations. Another experiment shows that passing a beam through an aperture can reduce emittance to near the theoretical limits, and that plasma neutralization of the beam's space-charge can greatly reduce the focal spot radius. Measurements of intense beamlet current density, emittance, charge-state purity, and energy spread from a new, high-brightness, Argon plasma source for HIF experiments are described. New theory and simulations of neutralization of intense beam space charge with plasma in various focusing chamber configurations indicate that near-emittance-limited beam focal spot sizes can be obtained even with beam perveance an order of magnitude higher than in earlier HIF focusing experiments.
Urbanismo Afectivo · Behind the openess, 2015
Urbanismo Afectivo es un modo privilegiado de observar y nombrar lo intangible, lo no hablado y poco visible, pero siempre tras los procesos urbanos. Toda forma de urbanismo nos afecta, es una constante en nuestra experiencia urbana. Tras los proyectos colaborativos y abiertos de Madrid, la investigación informa sobre los afectos que están tras nuestros desarrollos urbanos es tarea del Urbanismo Afectivo.
The differential settlement of isolated footings should be minimum. In order to minimize the differential settlement between isolated footings, it is recommended to connect them by tie beams. Georgiadis and Butterfield (1987) investigated the response of footings on sand, under eccentric loads. Apparatus was developed that simultaneously apply loads to footings at any eccentricity. A method was developed for predicting vertical and horizontal displacements and rotations of loaded footings on sand. The interaction diagrams between the vertical loads, horizontal loads, and moments that cause failure of the footing were presented. Mahiyar (2000) presented the analysis of angle shape footing under vertical load by using finite element program. The analysis has been done by considering the parameters as depth of footing and eccentricity width ratio. The behavior of an Angle Shaped Footing under Eccentric Loading was studied. Elsaadany (2004) examined the role of tie beam (strap beam) of eccentric footings resting directly on soil by using numerical parametric finite element technique. The Winkler model was used to model the soil behavior. The effect of allowable bearing capacity of soil and the tie beam stiffness on contact pressure, settlement and bending moment of tie beam-eccentric footing was presented. Al-Omari and Al-Ebadi (2008) investigated the effect of tie beams on settlement, moments and shear developed in the foundation. A case study is selected; it is the case of grid foundation composed of nine footings. Three-dimensional nonlinear finite element analyses have been conducted. The soil has been assumed to follow the Drucker-Prager rate independent plasticity criterion. The parametric study conducted involved the effects of tie beams proportion, tie beams soil contact and an induced soil weakness beneath parts of the total foundation area. The detailed results indicated that the tie beams reduce the total and differential settlements of footings but this restriction is often on the expense of increasing the shear and moment particularly in the central footing. Dayamond and Mahiyar (2009) investigated the behavior of angle shaped footing under inclined loads by performing experimental model tests and finite element analyses. A series of loading tests were conducted on a square angle shaped footing on sand with different angle and length of footing projection the footing was loaded at different angles from the vertical: 0°, 5°, 10°, 15°, 20°, 25° and 30°. The comparison between the experimental results and the Finite Element analysis results were presented. It was observed that eccentrically inclined loaded footing can be designed for no or very small negligible tilt by using angle shaped footing with different angle and length of footing projection Thus Model of angle shaped footing can make reasonable predictions of the inclined loading responded. Kumawat et al. (2015) proposed the Tee shaped footing for improving the bearing capacity of shallow footings against the action of eccentric loads. The vertical insertion of the rigid Tee shaped footing, into the bearing soil, provides considerable resistance, against both of sliding and overturning, enough to regain the reduction in bearing capacity and increase in settlement. A series of experimental results by loading footing eccentrically along and perpendicular axes in horizontal plane for reporting ultimate loads and settlement of Tee shaped footing were considered out. Pusadkar et al. (2016) evaluated the effects of eccentricity eccentric-inclined load on performance of square footing resting over sand. The laboratory load tests were conducted on the model footing with eccentric load. The eccentricity ratio (e/B) and inclination angle (α) varied from 0 to 0.2 and 00 to 300 respectively. The results showed that the bearing capacity decreases with increase in the load eccentricity and load inclination. Elbatal and Abo-Alanwar (2017) investigated the straining actions of two square footings connected with tie beams resting on replaced soil. The effect of the interaction between natural soil deposit, soil replacement density and length and foundations were presented. Vertical displacements of soil and foundations, bending moments and shear force along the tie beam length were investigated. It was noticed that variation of replaced soil density changes final straining actions of footings and tie beams. In addition, variation of replaced soil must be considered in foundation deign to avoid error in design. However, in case of the natural soil deposit is dense, increasing the density of the replaced soil increases the maximum moment. Also, in case of the natural soil deposit is loose, increasing the density of the replaced soil has no significant effect on maximum moment.
Anais do I Congresso Internacional Online de Educação, 2020
O CONIED foi um Evento gratuito de caráter técnico-científico independente, não possuindo vínculo formal com qualquer Instituição de Ensino, direcionado aos docentes dos segmentos da Educação Básica e do Ensino Superior, profissionais da Educação, estudantes de todas as áreas e pais de alunos que se interessem pelos assuntos oferecidos. Conectamos diferentes pessoas de diversos lugares do Brasil e do exterior, houve muita troca de experiências, aprendizado mútuo, e consequentemente, a expansão da rede de saberes, de experiências, de ações ligadas à Educação disseminando-as na sociedade, criando assim a “Rede Colaborativa de Saberes”. O Congresso teve como objetivo disseminar o conhecimento educacional, pesquisas e experiências por meio de relatos, palestras e minicursos para sensibilizar os docentes dos segmentos da Educação Básica e do Ensino Superior para refletir e, possivelmente, reconstruir suas perspectivas sobre a Educação, de forma a valorizá-la e entender como a sociedade clama por práticas que tornem os discentes cada vez mais cidadãos.
Mikroalga merupakan kelompok tumbuhan berukuran renik yang termasuk dalam kelas alga, diameternya antara 3-30 µm, baik sel tunggal maupun koloni yang hidup di seluruh wilayah perairan tawar maupun laut, yang lazim disebut fitoplankton. Di dunia mikrobia, mikroalga termasuk eukariotik, umumnya bersifat fotosintetik dengan pigmen
Duhovno i kulturno nasleđe manastira Studenice – drevnost, postojanost, savremenost, 2019
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