Experimental and theoretical study of transport properties in uniaxially pressed (Bi, Pb)(2)Sr(2)Ca(2)Cu(3)O(10+delta) ceramic samples

Experimental and theoretical studies on the magnetic field dependence of the electrical resistance R(B(a)) and the transport noise (TN) in polycrystalline high-T(c) superconductors subjected to different uniaxial compacting pressures were conducted. X-ray diffraction rocking curves were performed in different surfaces of the samples in order to investigated the degree of texture The results indicated an improvement of the degree of texture with increasing the uniaxial compacting pressure In theoretical simulations of the data, the polycrystalline superconductors were described as a series-parallel array of Josephson devices The intergranular magnetic field is described within the framework of the intragranular flux-trapping model and the distribution of the grain-boundary angles is assumed to follow the Rayleigh statistical function The proposed model describes well the experimental magnetoresistance R(B(a)) data We have found that the behavior of the R(B(a)) curves changes appreciably when different uniaxially compacting pressures are applied to the sample and such a changes are reproduced by the model when different grain-boundary angles distributions are used In addition, changes in the R(B(a)) dependence have their counterparts in the experimental transport noise signals (C) 2009 Elsevier B.V. All rights reserved

Evolution of three-dimensional folds for a non-Newtonian plate in a viscous medium

We derive analytical solutions for the three-dimensional time-dependent buckling of a non-Newtonian viscous plate in a less viscous medium. For the plate we assume a power-law rheology. The principal, axes of the stretching D-ij in the homogeneously deformed ground state are parallel and orthogonal to the bounding surfaces of the plate in the flat state. In the model formulation the action of the less viscous medium is replaced by equivalent reaction forces. The reaction forces are assumed to be parallel to the normal vector of the deformed plate surfaces. As a consequence, the buckling process is driven by the differences between the in-plane stresses and out of plane stress, and not by the in-plane stresses alone as assumed in previous models. The governing differential equation is essentially an orthotropic plate equation for rate dependent material, under biaxial pre-stress, supported by a viscous medium. The differential problem is solved by means of Fourier transformation and largest growth coefficients and corresponding wavenumbers are evaluated. We discuss in detail fold evolutions for isotropic in-plane stretching (D-11 = D-22), uniaxial plane straining (D-22 = 0) and in-plane flattening (D-11 = -2D(22)). Three-dimensional plots illustrate the stages of fold evolution for random initial perturbations or initial embryonic folds with axes non-parallel to the maximum compression axis. For all situations, one dominant set of folds develops normal to D-11, although the dominant wavelength differs from the Biot dominant wavelength except when the plate has a purely Newtonian viscosity. However, in the direction parallel to D-22, there exist infinitely many modes in the vicinity of the dominant wavelength which grow only marginally slower than the one corresponding to the dominant wavelength. This means that, except for very special initial conditions, the appearance of a three-dimensional fold will always be governed by at least two wavelengths. The wavelength in the direction parallel to D-11 is the dominant wavelength, and the wavelength(s) in the direction parallel to D-22 is determined essentially by the statistics of the initial state. A comparable sensitivity to the initial geometry does not exist in the classic two-dimensional folding models. In conformity with tradition we have applied Kirchhoff's hypothesis to constrain the cross-sectional rotations of the plate. We investigate the validity of this hypothesis within the framework of Reissner's plate theory. We also include a discussion of the effects of adding elasticity into the constitutive relations and show that there exist critical ratios of the relaxation times of the plate and the embedding medium for which two dominant wavelengths develop, one at ca. 2.5 of the classical Biot dominant wavelength and the other at ca. 0.45 of this wavelength. We propose that herein lies the origin of parasitic folds well known in natural examples.

The epistemological basis of the metaphysics of the Will of Arthur Schopenhauer

RESUMO: Analisamos neste artigo a teoria do conhecimento de Arthur Schopenhauer com base em sua dissertação Sobre a quádrupla raiz do princípio de razão suficiente (1813), seu ensaio Sobre a visão e as cores (1816), os dois primeiros livros de O mundo como vontade e representação (1819), bem como o apêndice a esta obra intitulado Crítica da filosofia kantiana. Aqui temos em mente a relação de Schopenhauer com as filosofias anteriores (em especial a de Kant) e a fundamentação de sua intuição do mundo como Vontade baseada em uma epistemologia de raízes kantianas.

Biomechanical failure properties and microstructural content of ruptured and unruptured abdominal aortic aneurysms

Purpose: To test the hypothesis that ruptured abdominal aortic aneurysms (AAA) are globally weaker than unruptured ones. Methods: Four ruptured and seven unruptured AAA specimens were harvested whole from fresh cadavers during autopsies performed over an 18-month period. Multiple regionally distributed longitudinally oriented rectangular strips were cut from each AAA specimen for a total of 77 specimen strips. Strips were subjected to uniaxial extension until failure. Sections from approximately the strongest and weakest specimen strips were studied histologically and histochemically. From the load-extension data, failure tension, failure stress and failure strain were calculated. Rupture site characteristics such as location, arc length of rupture and orientation of rupture were also documented. Results: The failure tension, a measure of the tissue mechanical caliber was remarkably similar between ruptured and unruptured AAA (group mean +/- standard deviation of within-subject means: 11.2 +/- 2.3 versus 11.6 +/- 3.6 N/cin; p=0.866 by mixed model ANOVA). In post-hoc analysis, there was little difference between the groups in other measures of tissue mechanical caliber as well such as failure stress (95 +/- 28 versus 98 +/- 23 N/cm(2); p=0.870), failure strain (0.39 +/- 0.09 versus 0.36 +/- 0.09; p=0.705), wall thickness (1.7 +/- 0.4 versus 1.5 +/- 0.4 mm; p=0.470), and % coverage of collagen within tissue cross section (49.6 +/- 12.9% versus 60.8 +/- 9.6%; p=0.133). In the four ruptured AAA, primary rupture sites were on the lateral quadrants (two on left; one on left-posterior; one on right). Remarkably, all rupture lines had a longitudinal orientation and ranged from 1 to 6 cm in length. Conclusion: The findings are not consistent with the hypothesis that ruptured aortic aneurysms are globally weaker than unruptured ones. (C) 2011 Elsevier Ltd. All rights reserved.

Al(2)O(3)/GdAlO(3)fiber for dental porcelain reinforcement

The aim of this study was to test the hypothesis that the addition of continuous or milled GdAlO(3)/Al(2)O(3) fibers to a dental porcelain increases its mechanical properties. Porcelain bars without reinforcement (control) were compared to those reinforced with long fibers (30 vol%). Also, disk specimens reinforced with milled fibers were produced by adding 0 (control), 5 or 10 vol% of particles. The reinforcement with continuous fibers resulted in significant increase in the uniaxial flexural strength from 91.5 to 217.4 MPa. The addition of varied amounts of milled fibers to the porcelain did not significantly affect its biaxial flexural strength compared to the control group. SEM analysis showed that the interface between the continuous fiber and the porcelain was free of defects. On the other hand, it was possible to note the presence of cracks surrounding the milled fiber/porcelain interface. In conclusion, the reinforcement of the porcelain with continuous fibers resulted in an efficient mechanism to increase its mechanical properties; however the addition of milled fibers had no significant effect on the material because the porcelain was not able to wet the ceramic particles during the firing cycle. (C) 2008 Elsevier Ltd. All rights reserved.

Simulation of the load-unload response ratio and critical sensitivity in the lattice solid model

The Load-Unload Response Ratio (LURR) method is an intermediate-term earthquake prediction approach that has shown considerable promise. It involves calculating the ratio of a specified energy release measure during loading and unloading where loading and unloading periods are determined from the earth tide induced perturbations in the Coulomb Failure Stress on optimally oriented faults. In the lead-up to large earthquakes, high LURR values are frequently observed a few months or years prior to the event. These signals may have a similar origin to the observed accelerating seismic moment release (AMR) prior to many large earthquakes or may be due to critical sensitivity of the crust when a large earthquake is imminent. As a first step towards studying the underlying physical mechanism for the LURR observations, numerical studies are conducted using the particle based lattice solid model (LSM) to determine whether LURR observations can be reproduced. The model is initialized as a heterogeneous 2-D block made up of random-sized particles bonded by elastic-brittle links. The system is subjected to uniaxial compression from rigid driving plates on the upper and lower edges of the model. Experiments are conducted using both strain and stress control to load the plates. A sinusoidal stress perturbation is added to the gradual compressional loading to simulate loading and unloading cycles and LURR is calculated. The results reproduce signals similar to those observed in earthquake prediction practice with a high LURR value followed by a sudden drop prior to macroscopic failure of the sample. The results suggest that LURR provides a good predictor for catastrophic failure in elastic-brittle systems and motivate further research to study the underlying physical mechanisms and statistical properties of high LURR values. The results provide encouragement for earthquake prediction research and the use of advanced simulation models to probe the physics of earthquakes.

Dynamic stability of laminated FGM plates based on higher-order shear deformation theory

This paper conducts a dynamic stability analysis of symmetrically laminated FGM rectangular plates with general out-of-plane supporting conditions, subjected to a uniaxial periodic in-plane load and undergoing uniform temperature change. Theoretical formulations are based on Reddy's third-order shear deformation plate theory, and account for the temperature dependence of material properties. A semi-analytical Galerkin-differential quadrature approach is employed to convert the governing equations into a linear system of Mathieu-Hill equations from which the boundary points on the unstable regions are determined by Bolotin's method. Free vibration and bifurcation buckling are also discussed as subset problems. Numerical results are presented in both dimensionless tabular and graphical forms for laminated plates with FGM layers made of silicon nitride and stainless steel. The influences of various parameters such as material composition, layer thickness ratio, temperature change, static load level, boundary constraints on the dynamic stability, buckling and vibration frequencies are examined in detail through parametric studies.

Texto para discuss??o 19: forma????o e capacita????o na constru????o de um novo Estado

Esse ensaio procura tra??ar os contornos desse novo Estado, os perfis dos agentes necess??rios ao seu funcionamento e as formas poss??veis para sua capacita????o. Ao final, faz-se uma avalia????o dos processos de mudan??a que come??am a ocorrer nas organiza????es p??blicas brasileiras, em que se evidencia o grande potencial que nelas existe para seu pr??prio desenvolvimento

Reflex??es sobre a emerg??ncia da participa????o social na agenda das pol??ticas p??blicas: desafios ?? forma de organiza????o burocr??tica do Estado

No Brasil, a Constitui????o de 1988 institucionalizou a participa????o social em conselhos a serem compostos por representantes de diferentes setores da sociedade, do Estado e, em alguns casos, dos trabalhadores. A partir dos anos 2000, a realiza????o de confer??ncias passou a ser disseminada como mais uma forma de participa????o, que auxilia no mapeamento das demandas e na constru????o de consensos entre os movimentos sociais nos momentos que antecedem a formula????o de pol??ticas pelo poder executivo. Seja qual for a forma de participa????o social institucionalizada, regras e procedimentos regulamentados pelo Estado regem as intera????es com a Sociedade. Esse ensaio se dedica a problematizar a efetividade dos espa??os e mecanismos do ponto de vista do processamento de pol??ticas p??blicas dentro do aparato burocr??tico a partir de conceitos derivados das teorias de complexidade, participa????o e burocracia com a inten????o de contribuir para o debate sobre o aperfei??oamento desse campo

Gest??o ativa transparente

O presente ensaio apresenta um cen??rio da evolu????o do acesso ?? informa????o no Brasil tendo como objetivo identificar, nesse processo, os pontos de inflex??o no relacionamento de Estado com a sociedade.

Dilemas contempor??neos das pol??ticas p??blicas

O presente ensaio trata de temas identificados como dilemas de pol??ticas p??blicas: a transversalidade e o compartilhamento da gest??o das pol??ticas de prote????o do meio ambiente. O objeto espec??fico de an??lise deste texto situa-se na incorpora????o da vari??vel ambiental nas pol??ticas setoriais para o avan??o do desenvolvimento sustent??vel.

Pol??ticas sociais: focaliza????o versus universaliza????o

Neste ensaio, pretende-se analisar brevemente o importante dilema atual das pol??ticas p??blicas referente ?? redu????o das desigualdades e ?? promo????o do desenvolvimento: a dicotomia ???focaliza????o??? versus ???universaliza????o???.

SUS: avan??os e obst??culos no processo de descentraliza????o e coordena????o intergovernamental

Este ensaio pretende realizar uma breve an??lise do Sistema ??nico de Sa??de (SUS) e explicar como a pol??tica setorial de sa??de, no Brasil, enfrenta o desafio de coordena????o nas rela????es intergovernamentais, produzindo o redesenho das compet??ncias e atribui????es entre as esferas de governo nessa ??rea.

A pol??tica social que queremos: um embate entre universalismo e focaliza????o

A id??ia de que crescimento econ??mico por si s?? ?? necess??rio, mas n??o suficiente para o desenvolvimento ?? quest??o j?? bastante discutida e acertada no Brasil. Desenvolvimento implica crescimento econ??mico, como tamb??m mudan??as de estrutura n??o apenas no ??mbito econ??mico e produtivo, mas tamb??m no social. ?? nesse contexto que se torna clara a import??ncia da pol??tica social na redu????o das desigualdades e na promo????o do desenvolvimento social do pa??s. Fortemente presente na agenda do atual governo, a quest??o que se coloca para os gestores de pol??ticas p??blicas hoje ??: Qual pol??tica social desejamos? Trata-se de pergunta abrangente que envolve escolhas institucionais, a partir das quais as estruturas de incentivos s??o criadas e condicionam todo o processo de formula????o, implementa????o e avalia????o de pol??ticas.

Interesse, ??tica e pol??tica no servi??o p??blico

J?? faz algumas d??cadas que a Ci??ncia Pol??tica vem transpondo para seu campo de investiga????o o paradigma do homo oeconomicus ??? a psicologia egoc??ntrica utilizada pela teoria econ??mica convencional para dar conta das intera????es sociais no mercado. ???Seu campo de investiga????o???, isto ??, o comportamento de atores coletivos, como os partidos, os sindicatos e os gabinetes governamentais, ou de atores individuais, como as lideran??as partid??rias, os parlamentares, os eleitores, etc. Para o assunto que nos interessa aqui, houve grande impacto, no debate posterior, o uso que se fez do paradigma econ??mico para entender certos problemas da administra????o p??blica e da a????o coletiva.