Organização da atividade dos músculos solear e braquiorradial em sujeitos com AVE e aumento do stiffness do cotovelo

Introdução: Das possíveis alterações decorrentes da lesão por Acidente Vascular Encefálico (AVE) é de evidenciar as alterações de controlo postural (CP) e aumento do stiffness. A intervenção na reabilitação neuro-motora baseia-se na capacidade intrínseca do Sistema Nervoso Central (SNC) compensar danos estruturais através da reorganização das redes neurais. Objectivo(s): Descrever as modificações do comportamento e tempos de ativação dos músculos solear e braquiorradial no início da marcha e primeira subfase das sequências de movimento de sentado para de pé e de pé para sentado. Pretendeu-se apresentar também as modificações do stiffness do cotovelo Métodos: A amostra consistiu em 5 participantes com média de idade de 44 anos, 2 do sexo feminino e 3 do masculino que sofreram um AVE. Foi implementado um programa de reabilitação para cada, por um período de 3 meses, com 2 momentos de avaliação (M0 e M1). A eletromiografia foi recolhida do solear, braquiorradial, biceps e triceps. O dinamómetro isocinético monitorizou o torque e a amplitude do cotovelo na extensão passiva. Foram calculados os tempos de ativação muscular e o valor de stiffness. Resultados: Observou-se nos 5 participantes uma modificação do comportamento dos músculos solear e braquiorradial ipsilesional e contralesional no sentido da inibição de M0 para M1 no sentar levantar. Esta também foi observada na sequência de pé para sentado e no início da marcha, sendo mais variável entre participantes. Verificou-se que o stiffness do membro superior contralesional apresentou uma modificação no sentido da diminuição em todas as amplitudes. O mesmo sucedeu com membro superior ipsilesional sobretudo nas amplitudes intermédias, excepto no B e D. Conclusão: De M0 para M1 verificou-se a modificação dos tempos e do comportamento dos músculos antigravíticos como o solear e o braquiorradial nas tarefas funcionais e uma modificação do stiffness passivo do cotovelo.

Reorganização do Controlo Postural no Acidente Vascular Encefálico: Ajustes Posturais Antecipatórios e Stiffness da Tibiotársica

Introdução: A reorganização do Sistema Nervoso após Acidente Vascular Encefálico é dependente da experienciação de diferentes tipos de input no âmbito da intervenção em fisioterapia. A potenciação do controlo postural (CP) nestes sujeitos é importante para organização dos ajustes posturais antecipatórios nas tarefas funcionais levantar, sentar e início da marcha e pode ser acompanhado de uma regulação do stiffness. Objectivo(s): Reportar as modificações ocorridas nos tempos de inibição e ativação dos músculos solear e tibial anterior, respetivamente, nas sequências de movimento levantar, sentar e início da marcha, na linha temporal atribuída aos APA’s assim como descrever as modificações ocorridas no comportamento do stiffness passivo da tibiotársica. Métodos: Foi implementado um programa de fisioterapia durante 3 meses em 5 participantes com Acidente Vascular Encefálico. Estes foram avaliados previamente à implementação do programa e após (M0 e M1). Foi analisada a atividade eletromiográfica dos músculos solear e tibial anterior, em ambos os membros inferiores, na linha temporal atribuída aos APA’s nas referidas tarefas. O torque e a amplitude articular da tibiotársica foi monitorizada, através do dinamómetro isocinético, no movimento passivo de dorsiflexão, e registada a atividade muscular através de eletromiografia de superfície, nos músculos solear e gastrocnémio medial. Resultados: À exceção do músculo tibial anterior contralesional no paciente C, todos os participantes demonstraram modificações nos tempos dos músculos do membro contralesional na tarefa levantar. No membro ispsilesional todos os participantes demonstraram alterações, sem que seja possível definir uma tendência. Todos apresentaram uma diminuição do stiffness, embora nos participantes A e E mais evidente nas amplitudes intermédias. Conclusão: Entre os dois momentos de avaliação foi possível reportar modificações nos tempos de inibição dos músculos solear e nos tempos de ativação dos músculos tibial anterior na linha temporal atribuída aos APA’s, no entanto mais homogéneas no membro contralesional na tarefa levantar. Em todos os participantes o stiffness sofreu alterações no sentido da diminuição.

Dimensionamento de Madres Enformadas a Frio Travadas por Painéis do Tipo Sandwich

O presente relatório de estágio foi elaborado no âmbito da Unidade Curricular de DIPRE, Dissertação/Projeto/Estágio, do 2.º ano de Mestrado em Engenharia Civil do Instituto Superior de Engenharia do Porto, do ramo de estruturas, tendo como principal foco, a análise e dimensionamento de madres de aço enformado a frio e sua utilização com painéis do tipo sandwich em coberturas. Seções enformadas a frio são cada vez mais utilizadas em construções modernas, especificamente como estrutura secundária em coberturas, onde geralmente são fixas a painéis através de ligações aparafusadas. A presença de painéis e fixações através de parafusos permitem a estabilização lateral e torsional de madres aumentando desta forma a capacidade resistente, mas por serem elementos estruturais de espessura reduzida, os enformados a frio são suscetíveis a fenómenos de instabilidade associados. Desta forma, a norma EN 1993-1-3 [4] permite a análise e dimensionamento deste tipo de elementos através das disposições regulamentares preconizadas nas partes 1-1 [3] e 1-5 [5] da mesma norma. Num primeiro estudo, o presente trabalho tem como objetivo o dimensionamento e verificação de segurança de elementos enformados a frio com base na seção efetiva determinada com o auxílio das normas EN 1993-1-1 (regras gerais) e EN 1993-1-5 (regras para elementos estruturais constituídos por placas). Numa segunda fase, este trabalho pretende apresentar um estudo do comportamento de interação entre os sistemas madres-painéis. Para tal, são quantificadas as rigidezes das conexões dos sistemas e dos painéis para se realizarem a análise relativamente à restrição lateral e restrição torsional de madres. Neste contexto, concluiu-se que os painéis, quando fixos de forma adequada às madres, contribuem para a estabilidade.

Dynamic stiffness of the piled foundation of a onshore wind turbine

One of today's biggest concerns is the increase of energetic needs, especially in the developed countries. Among various clean energies, wind energy is one of the technologies that assume greater importance on the sustainable development of humanity. Despite wind turbines had been developed and studied over the years, there are phenomena that haven't been yet fully understood. This work studies the soil-structure interaction that occurs on a wind turbine's foundation composed by a group of piles that is under dynamic loads caused by wind. This problem assumes special importance when the foundation is implemented on locations where safety criteria are very demanding, like the case of a foundation mounted on a dike. To the phenomenon of interaction between two piles and the soil between them it's given the name of pile-soil-pile interaction. It is known that such behavior is frequency dependent, and therefore, on this work evaluation of relevant frequencies for the intended analysis is held. During the development of this thesis, two methods were selected in order to assess pile-soil-pile interaction, being one of analytical nature and the other of numerical origin. The analytical solution was recently developed and its called Generalized pile-soil-pile theory, while for the numerical method the commercial nite element software PLAXIS 3D was used. A study of applicability of the numerical method is also done comparing the given solution by the nite element methods with a rigorous solution widely accepted by the majority of the authors.

Monitoring the early stiffness development in epoxy adhesives for structural strengthening

The present work aimed to assess the early-age evolution of E-modulus of epoxy adhesives used for Fibre-Reinforced Polymer (FRP) strengthening applications. The study involved adapting an existing technique devised for continuous monitoring of concrete stiffness since casting, called EMM-ARM (Elasticity Modulus Measurement through Ambient Response Method) for evaluation of epoxy stiffness. Furthermore, monotonic tensile tests according to ISO standards and cyclic tensile tests were carried out at several ages. A comparison between the obtained results was performed in order to better understand the performance of the several techniques in the assessment of stiffness of epoxy resins. When compared to the other methodologies, the method for calculation of E-modulus recommended by ISO standard led to lower values, since in the considered strain interval, the adhesive had a non-linear stress–strain relationship. The EMM-ARM technique revealed its capability in clearly identifying the hardening kinetics of epoxy adhesives, measuring the material stiffness growth during the entire curing period. At very early ages the values of Young׳s modulus obtained with quasi-static tests were lower than the values collected by EMM-ARM, due to the fact that epoxy resin exhibited a significant visco-elastic behaviour.

In-plane stiffness of timber floors strengthened with CLT

Five full-scale timber floors were tested in order to analyse the in-plane behaviour of these structural systems. The main objective was an assessment of the effectiveness of in-plane strengthening using cross-laminated timber (CLT). To this end, one unstrengthened specimen (original), one specimen strengthened with a second layer of floorboards, two specimens strengthened with three CLT panels, and one specimen strengthened with two CLT panels, were tested. A numerical analysis was then performed in order to analyse the composite behaviour of the timber floors in more detail. Due to its importance as regards composite behaviour, the first phase of the experimental programme was composed of push-out tests on specimens representing the shear connection between the timber beams and the CLT panels. This paper describes the tests performed and the numerical modelling applied to evaluate the composite behaviour of the strengthened timber floors. The use of CLT panels is revealed to be an effective way to increase the in-plane stiffness of timber floors, through which the behaviour of the composite structure can be significantly changed, depending on the connection applied, or modified as required.

Vanishing spin stiffness in the spin-1/2 Heisenberg chain for any nonzero temperature

Whether at the zero spin density m = 0 and finite temperatures T > 0 the spin stiffness of the spin-1/2 XXX chain is finite or vanishes remains an unsolved and controversial issue, as different approaches yield contradictory results. Here we explicitly compute the stiffness at m = 0 and find strong evidence that it vanishes. In particular, we derive an upper bound on the stiffness within a canonical ensemble at any fixed value of spin density m that is proportional to m2L in the thermodynamic limit of chain length L → ∞, for any finite, nonzero temperature, which implies the absence of ballistic transport for T > 0 for m = 0. Although our method relies in part on the thermodynamic Bethe ansatz (TBA), it does not evaluate the stiffness through the second derivative of the TBA energy eigenvalues relative to a uniform vector potential. Moreover, we provide strong evidence that in the thermodynamic limit the upper bounds on the spin current and stiffness used in our derivation remain valid under string deviations. Our results also provide strong evidence that in the thermodynamic limit the TBA method used by X. Zotos [Phys. Rev. Lett. 82, 1764 (1999)] leads to the exact stiffness values at finite temperature T > 0 for models whose stiffness is finite at T = 0, similar to the spin stiffness of the spin-1/2 Heisenberg chain but unlike the charge stiffness of the half-filled 1D Hubbard model.

Study to determine the cardiovascular risk ofthe population of Guimarães/Vizela, includingthe prevalence of arterial stiffness and early vascular aging syndrome

Tese de Doutoramento em Medicina.

Pulse wave velocity distribution in a cohort study: from arterial stiffness to early vascular aging

BACKGROUND: By contrast with other southern European people, north Portuguese population registers an especially high prevalence of hypertension and stroke incidence. We designed a cohort study to identify individuals presenting accelerated and premature arterial aging in the Portuguese population. METHOD: Pulse wave velocity (PWV) was measured in randomly sampled population dwellers aged 18-96 years from northern Portugal, and used as a marker of early vascular aging (EVA). Of the 3038 individuals enrolled, 2542 completed the evaluation. RESULTS: Mean PWV value for the entire population was 8.4?m/s (men: 8.6?m/s; women: 8.2?m/s; P??10?m/s). Logistic regression models indicated gender differences concerning the risk of developing large artery damage, with women having the same odds of PWV above 10?m/s 10 years later than men. CONCLUSION: The population PWV values were higher than expected in a low cardiovascular risk area (Portugal). High prevalence rates of EVA and noteworthy large artery damage in young ages were found.

Effective stiffness behaviour of sandwich beams under uncoupled bending and torsion loadings

Sandwich geometries, mainly in the form of panels and beams, are commonly applied in various transportation industries, such as aerospace, aeronautic and automotive. Sandwich geometries represent important advantages in structural applications, namely high specific stiffness, low weight, and possibility of design optimization prior to manufacturing. The aim of this paper is to uncover the influence of the number of reinforcements (ribs), and of the thickness on the mechanical behavior of all-metal sandwich panels subjected to uncoupled bending and torsion loadings. In this study, four geometries are compared. The orientation of the reinforcements and the effect of transversal ribs are also considered in this study. It is shown that the all the relations are non-linear, despite the elastic nature of the analysis in the Finite Element software ANSYS MECHANICAL APDL.

Influence of age, risk factors, and cardiovascular and renal disease on arterial stiffness: clinical applications.

Age is the main clinical determinant of large artery stiffness. Central arteries stiffen progressively with age, whereas peripheral muscular arteries change little with age. A number of clinical studies have analyzed the effects of age on aortic stiffness. Increase of central artery stiffness with age is responsible for earlier wave reflections and changes in pressure wave contours. The stiffening of aorta and other central arteries is a potential risk factor for increased cardiovascular morbidity and mortality. Arterial stiffening with aging is accompanied by an elevation in systolic blood pressure (BP) and pulse pressure (PP). Although arterial stiffening with age is a common situation, it has now been confirmed that older subjects with increased arterial stiffness and elevated PP have higher cardiovascular morbidity and mortality. Increase in aortic stiffness with age occurs gradually and continuously, similarly for men and women. Cross-sectional studies have shown that aortic and carotid stiffness (evaluated by the pulse wave velocity) increase with age by approximately 10% to 15% during a period of 10 years. Women always have 5% to 10% lower stiffness than men of the same age. Although large artery stiffness increases with age independently of the presence of cardiovascular risk factors or other associated conditions, the extent of this increase may depend on several environmental or genetic factors. Hypertension may increase arterial stiffness, especially in older subjects. Among other cardiovascular risk factors, diabetes type 1 and 2 accelerates arterial stiffness, whereas the role of dyslipidemia and tobacco smoking is unclear. Arterial stiffness is also present in several cardiovascular and renal diseases. Patients with heart failure, end stage renal disease, and those with atherosclerotic lesions often develop central artery stiffness. Decreased carotid distensibility, increased arterial thickness, and presence of calcifications and plaques often coexist in the same subject. However, relationships between these three alterations of the arterial wall remain to be explored.

Increased plasticity of the stiffness of melanoma cells correlates with their acquisition of metastatic properties.

The stiffness of tumor cells varies during cancer progression. In particular, metastatic carcinoma cells analyzed by Atomic Force Microscopy (AFM) appear softer than non-invasive and normal cells. Here we examined by AFM how the stiffness of melanoma cells varies during progression from non-invasive Radial Growth Phase (RGP) to invasive Vertical Growth Phase (VGP) and to metastatic tumors. We show that transformation of melanocytes to RGP and to VGP cells is characterized by decreased cell stiffness. However, further progression to metastatic melanoma is accompanied by increased cell stiffness and the acquisition of higher plasticity by tumor cells, which is manifested by their ability to greatly augment or reduce their stiffness in response to diverse adhesion conditions. We conclude that increased plasticity, rather than decreased stiffness as suggested for other tumor types, is a marker of melanoma malignancy. These findings advise caution about the potential use of AFM for melanoma diagnosis. FROM THE CLINICAL EDITOR: This study investigates the changes to cellular stiffness in metastatic melanoma cells examined via atomic force microscopy. The results demonstrate that increased plasticity is a marker of melanoma malignancy, as opposed to decreased stiffness.

Positive Torsional Strain Causes the Formation of a Four-Way Junction at Replication Forks.

Research by L. Postow, C. Ullsperger, R.W. Keller, C. Bustamante, A.V. Vologodskii, and N.R. Cozzarelli, J. Biol. Chem. 2001, 276, 2790 Condensation and commentary by Alexander Bucka and Andrzej Stasiak, Universite ´ de Lausanne, Switzerland Purpose of the Study To demonstrate that positive torsional strain generated during DNA replication can lead to reversals of replication forks and, consequently can result in the formation of four-way DNA junctions