Reaction functions for weakly bound systems

We propose a new technique to analyze total reaction cross sections. In this technique, which has been previously applied to fusion reactions, the experimental data are used to build a dimensionless reaction function, which does not depend oil the system size or details of the optical potential. In this way, total reaction cross sections for different systems can be directly compared. We employ this technique to perform a systematic study of reaction cross sections of weakly bound systems in different mass ranges, and compare their reaction functions with the ones of tightly bound systems with similar masses. We show that breakup reactions and neutron transfers in halo systems lead to large reaction functions, well above the ones of typical tightly or weakly bound stable systems. (C) 2009 Elsevier B.V. All rights reserved.

Reaction mechanisms in the (6)Li+(59)Co system

The reactions induced by the weakly bound (6)Li projectile interacting with the intermediate mass target (59)Co were investigated. Light charged particles singles and alpha-d coincidence measurements were performed at the near barrier energies E(lab) = 17.4, 21.5, 25.5 and 29.6 MeV. The main contributions of the different competing mechanisms are discussed. A statistical model analysis. Continuum-Discretized Coupled-Channels (CDCC) calculations and two-body kinematics were used as tools to provide information to disentangle the main components of these mechanisms. A significant contribution of the direct breakup was observed through the difference between the experimental sequential breakup cross section and the CDCC prediction for the non-capture breakup cross section. (C) 2009 Elsevier B.V. All rights reserved.

Dynamic effects of breakup on fusion reactions of weakly bound nuclei

The traditional reduction methods to represent the fusion cross sections of different systems are flawed when attempting to completely eliminate the geometrical aspects, such as the heights and radii of the barriers, and the static effects associated with the excess neutrons or protons in weakly bound nuclei. We remedy this by introducing a new dimensionless universal function, which allows the separation and disentanglement of the static and dynamic aspects of the breakup coupling effects connected with the excess nucleons. Applying this new reduction procedure to fusion data of several weakly bound systems, we find a systematic suppression of complete fusion above the Coulomb barrier and enhancement below it. Different behaviors are found for the total fusion cross sections. They are appreciably suppressed in collisions of neutron-halo nuclei, while they are practically not affected by the breakup coupling in cases of stable weakly bound nuclei. (C) 2009 Elsevier B.V. All rights reserved.

Disentangling static and dynamic effects of low breakup threshold in fusion reactions

A new technique to analyze fusion data is developed. From experimental cross sections and results of coupled-channel calculations a dimensionless function is constructed. In collisions of strongly bound nuclei this quantity is very close to a universal function of a variable related to the collision energy, whereas for weakly bound projectiles the effects of breakup coupling are measured by the deviations with respect to this universal function. This technique is applied to collisions of stable and unstable weakly bound isotopes.

X-ray spectrometry: a powerful tool for the measurement of complete fusion of weakly bound nuclei

We describe how the method of detection of delayed K x-rays produced by the electron capture decay of the residual nuclei can be a powerful tool in the investigation of the effect of the breakup process on the complete fusion (CF) cross-section of weakly bound nuclei at energies close to the Coulomb barrier. This is presently one of the most interesting subjects under investigation in the field of low-energy nuclear reactions, and the difficult experimental task of separating CF from the incomplete fusion (ICF) of one of the breakup fragments can be achieved by the x-ray spectrometry method. We present results for the fusion of the (9)Be + (144)Sm system. Copyright (c) 2008 John Wiley & Sons, Ltd.

Limitation of double folding potentials to simulate the polarization in reactions involving halo nuclei

In this work, we investigate the limitation of the use of strength coefficients on double folding potentials to study the presence of the threshold anomaly in the elastic scattering of halo nuclei at near barrier energies. For this purpose, elastic angular distributions and reaction cross sections for the He-6 on Bi-209 are studied. (c) 2008 Elsevier B.V. All rights reserved.

Elastic scattering of a proton-halo nucleus: (8)B+(58)Ni

The elastic channel of the (8)B + (58)Ni system has been measured at energies around the Coulomb barrier. An optical potential fi to the experimental angular distributions is obtained. The total reaction cross section consistent with the obtained potential is reported and possible deviations from normal behaviour are discussed.

Shot Noise in a Spin-Diode Geometry

We apply the master equation technique to calculate shot noise in a system composed of single level quantum dot attached to a normal metal lead and to a ferromagnetic lead (NM-QD-FM). It is known that this system operates as a spin-diode, giving unpolarized currents for forward bias and polarized current for reverse bias. This effect is observed when only one electron can tunnel at a time through the dot, due to the strong intradot Coulomb interaction. We find that the shot noise also presents a signature of this spin-diode effect, with a super-Poissonian shot noise for forward and a sub-Poissonian shot noise for reverse bias voltages. The shot noise thus can provide further experimental evidence of the spin-rectification in the NM-QD-FM geometry.

Empirical analysis of the Lieb-Oxford bound in ions and molecules

Universal properties of the Coulomb interaction energy apply to all many-electron systems. Bounds on the exchange-correlation energy, in particular, are important for the construction of improved density functionals. Here we investigate one such universal property-the Lieb-Oxford lower bound-for ionic and molecular systems. In recent work [J Chem Phys 127, 054106 (2007)], we observed that for atoms and electron liquids this bound may be substantially tightened. Calculations for a few ions and molecules suggested the same tendency, but were not conclusive due to the small number of systems considered. Here we extend that analysis to many different families of ions and molecules, and find that for these, too, the bound can be empirically tightened by a similar margin as for atoms and electron liquids. Tightening the Lieb-Oxford bound will have consequences for the performance of various approximate exchange-correlation functionals. (C) 2008 Wiley Periodicals Inc.

A theoretical study on the XeF(2) molecule

A relativistic four-component study was performed for the XeF(2) molecule by using the Dirac-Coulomb (DC) Hamiltonian and the relativistic adapted Gaussian basis sets (RAGBSs). The comparison of bond lengths obtained showed that relativistic effects on this property are small (increase of only 0.01 angstrom) while the contribution of electron correlation, obtained at CCSD(T) or CCSD-T levels, is more important (increase of 0.05 angstrom). Electron correlation is also dominant over relativistic effects for dissociation energies. Moreover, the correlation-relativity interaction is shown to be negligible for these properties. The electron affinity, the first ionization potential and the double ionization potential are obtained by means of the Fock-space coupled cluster (FSCC) method, resulting in DC-CCSD-T values of 0.3 eV, 12.5 eV and 32.3 eV, respectively. Vibrational frequencies and some anharmonicity constants were also calculated under the four-component formalism by means of standard perturbation equations. All these molecular properties are, in general, ill satisfactory agreement with available experimental results. Finally, a partition in terms of charge-charge flux-dipole flux (CCFDF) contributions derived by means of the quantum theory of atoms in molecules (QTAIM) in non-relativistic QCISD(FC)/3-21G* calculations was carried out for XeF(2) and KrF(2). This analysis showed that the most remarkable difference between both molecules lies on the charge flux contribution to the asymmetric stretching mode, which is negligible in KrF(2) but important in XeF(2). (c) 2008 Elsevier B.V. All rights reserved.

Análise numérica de uma escavação de grande porte em Porto Alegre/RS: caso de obra

Neste trabalho, apresenta-se um estudo numérico, através do Método dos Elementos Finitos, do efeito de instalação de uma parede diafragma com tirantes, seguida de uma grande escavação em solo residual de Granito Independência. As simulações numéricas são comparadas a deslocamentos medidos em uma obra localizada no Bairro Moinhos de Vento, na cidade de Porto Alegre, Rio Grande do Sul - Brasil. Para realizar esta análise utilizou-se o programa computacional Plaxis. Este programa se destina especificamente a análises da deformabilidade e estabilidade de projetos de engenharia geotécnica, cuja simulação requer o uso de métodos numéricos que consideram linearidade e não-linearidade constitutiva, bem como dependência do tempo. Foi utilizado nas simulações o Modelo Elástico-Perfeitamente Plástico com Superfície de Ruptura de Mohr- Coulomb. Os parâmetros do solo foram determinados a partir de ensaios de SPT e CPT, e balizados através de dados obtidos na literatura. Os resultados das análises numéricas são comparados com os resultados medidos in situ, durante a execução da escavação. Foram feitas duas análises distintas, uma chamada Classe A, onde os parâmetros estimados através dos ensaios SPT e CPT foram adotados como padrão e utilizados na simulação da obra Na segunda análise, denominada análise Classe C, correspondente a uma avaliação dos valores de ângulo de atrito (φ), coesão (c) e Módulo de Elasticidade (E), procurando-se avaliar a sensibilidade das previsões. Os resultados da análise numérica Classe A apresentam uma boa aproximação dos resultados medidos em 3 dos 5 perfis analisados, sendo que as simulações reproduziram de forma qualitativa a tendência das curvas experimentais. Parâmetros de resistência e deformabilidade têm um grande influência no comportamento do modelo numérico. A variação de parâmetros de projeto, como a força de ancoragem nos tirantes e a rigidez da parede diafragma também foram testadas. Os resultados demonstram que a influência destes parâmetros é significativa na medida dos deslocamentos.

Comportamento mecânico de britas empregadas em pavimentação

Camadas granulares têm um importante papel no comportamento global de estruturas de pavimentos, especialmente quando possuem revestimentos delgados ou não possuem revestimento. Para estabelecer métodos de projeto mais eficientes e critérios construtivos, é necessário que a resposta das camadas granulares sob a ação do tráfego seja bem compreendida e levada em consideração. Assim, esta dissertação relata resultados de uma pesquisa sobre o comportamento quanto à resistência ao cisalhamento e deformações permanentes de três britas (uma graduada e duas uniformes com diferentes tamanhos máximos de partícula). Foram realizados ensaios triaxiais estáticos e dinâmicos obtendo-se os parâmetros de resistência de Mohr-Coulomb, módulos de Young, módulos de resiliência e o comportamento quanto a deformações permanentes. Para a brita graduada, desenvolveu-se um estudo complementar sobre o efeito do grau de compactação (90% e 100%) no seu comportamento mecânico. Uma observação conjunta dos resultados estáticos e dinâmicos associada a uma análise mecanística proporciona uma visão global dos resultados obtidos. A brita graduada, com grau de compactação de 100%, mostrou-se um agregado de excelente qualidade, apresentando bom comportamento quanto a deformações permanentes e elevada resistência ao cisalhamento, porém os seu módulos de resiliência foram apenas razoáveis Surpreendentemente, a granulometria uniforme com menor “tamanho máximo de agregado” apresentou um bom comportamento mecânico, porém devido aos seus baixos módulos de resiliência, não pode ser utilizada como camada de base. O seu uso fica restrito a pavimentos permeáveis sob tráfego de veículos leves, conforme demonstrado pelos resultados do monitoramento de um estacionamento experimental analisado nesta dissertação. As britas: uniforme com maior “tamanho máximo de agregado”(GU2) e graduada (GG1) com grau de compactação de 90%, apresentaram baixa resistência ao cisalhamento e alta deformabilidade plástica, comprometendo o seu uso como camada de base. De forma geral, foi confirmada a influência do grau de compactação e da granulometria no comportamento mecânico de materiais granulares. Nem o Índice de Suporte Califórnia e nem a resistência ao cisalhamento mostraram-se bons indicativos do comportamento de materiais granulares quanto a deformações permanentes.

Aplicação de retroanálise na escavação de um túnel na Ilha da Madeira

Pretende-se determinar os parâmetros geomecânicos de um maciço atravessado por um túnel construído na ilha da Madeira, através de retroanálise. Para tal, recorre-se a um modelo numérico tridimensional para simular o avanço da escavação e a dados obtidos a partir da instrumentação da obra, nomeadamente, através da medição de convergências e deslocamentos superficiais. A análise numérica é aplicada a um problema de identificação de parâmetros geomecânicos, em três secções localizadas muito próximas do emboquilhamento do Faial, do túnel do Faial/Cortado. Este problema rege-se por um comportamento elástico perfeitamente plástico e um critério de rotura de Mohr-Coulomb. Para a resolução do problema recorreu-se à utilização do software de diferenças finitas, FLAC3D, tendo-se usufruído da sua base de programação para modelar o processo complexo de escavação e suporte do túnel. A modelação tridimensional no FLAC3D é conseguida através da sua linguagem de programação interna, FISH, criando funções capazes de simular o processo da escavação parcial, instalação dos elementos de suporte, e monitorizar e extrair as variáveis pretendidas. Numa primeira fase realizou-se uma análise paramétrica relativamente ao comportamento do maciço fazendo variar alguns parâmetros geomecânicos deste. Numa segunda fase do estudo, procedeu-se à otimização de um conjunto de parâmetros elásticos e resistentes, intrínsecos ao material envolvente do túnel, através de retroanálise. A otimização dos parâmetros foi realizada por meio da utilização de expressões de cálculo de medida de dispersão estatística entre os dados obtidos a partir da instrumentação em obra e os resultados correspondentes obtidos a partir da análise numérica. Os valores obtidos para os diferentes parâmetros do maciço rochoso foram comparados com os respetivos valores recolhidos na bibliografia para maciços da ilha da Madeira, bem como com os valores previstos pela caracterização geomecânica efetuada durante a fase de construção do túnel objeto de estudo.

Modelagem numérica de estruturas de contenção atirantadas em areia

A numerical study on the behavior of tied-back retaining walls in sand, using the finite element method (FEM) is presented. The analyses were performed using the software Plaxis 2D, and were focused on the development of horizontal displacements, horizontal stresses, shear forces and bending moments in the structure during the construction process. Emphasis was placed on the evaluation of wall embedment, tie-back horizontal spacing, wall thickness, and free anchor length on wall behavior. A representative soil profile of a specific region at the City of Natal, Brazil, was used in the numerical analyses. New facilities built on this region often include retaining structures of the same type studied herein. Soil behavior was modeled using the Mohr-Coulomb constitutive model, whereas the structural elements were modeled using the linear elastic model. Shear strength parameters of the soil layers were obtained from direct shear test results conducted with samples collected at the studied site. Deformation parameters were obtained from empirical correlations from SPT test results carried out on the studied site. The results of the numerical analyses revealed that the effect of wall embedment on the investigated parameters is virtually negligible. Conversely, the tie-back horizontal spacing plays an important role on the investigated parameters. The results also demonstrated that the wall thickness significantly affects the wall horizontal displacements, and the shear forces and bending moments within the retaining structure. However, wall thickness was not found to influence horizontal stresses in the structure

Estimation and evaluation of dynamic properties as indicators of changes on soil structure in sugarcane fields of São Paulo State - Brazil

The indiscriminate management and use of soils without moisture control has changed the structure of it due to the increment of the traffic by agricultural machines through the years, causing in consequence, a soil compaction and yield reduction in the areas of intensive traffic. The purpose of this work was to estimate and to evaluate the performance of preconsolidation pressure of the soil and shear stress as indicators of changes on soil structure in fields cropped with sugarcane, as well as the impact of management processes in an Eutrorthox soil structure located in São Paulo State. The experimental field was located in Piracicaba's rural area (São Paulo State, Brazil) and has been cropped with sugarcane, in the second harvest cycle. The soil was classified by Empresa Brasileira de Pesquisa Agropecuária (EMBRAPA) [Empresa Brasileira de Pesquisa Agropecuária (EMBRAPA), 1999. Centro Nacional de Pesquisa de Solos. Sistema Brasileiro de Classificao de Solos, Empresa Brasileira de Pesquisa Agropecuária (EMBRAPA), Brasilia, 412 pp.] as an Eutrorthox. Undisturbed samples were collected and georeferenced in a grid of 60 m x 60 m from two depths: 0-0.10 m (superficial layer - SL) and in the layer of greatest mechanical resistance (LGMR), previously identified by cone index (CI). The investigated variables were pressure preconsolidation (sigma(p)), apparent cohesion (c) and internal friction angle (phi). The conclusions from the results were that the SLSC was predicted satisfactorily from up as a function of soil moisture; thus, decisions about machinery size and loading (contact pressures) can be taken. Apparent cohesion (c), internal friction angle (phi) and the Coulomb equation were significantly altered by traffic intensity. The sigma(p), c and phi maps were shown to be important tools to localize and visualize soil compaction and mechanical resistance zones. They constitute a valuable resource to evaluate the traffic impact in areas cropped with sugarcane in State of São Paulo, Brazil. (C) 2008 Elsevier B.V. All rights reserved.