The vacuum assisted closure of complex wounds: report of 3 cases

Treatment of wounds using conventional methods is frequently limited by inadequate local wound conditions, or by a poor systemic clinical situation. Vacuum system may promote faster granulation tissue formation, remove excessive exudate, increase blood flow in the wound, and attract the borders of the wound to the center, reducing its dimension. We present 3 cases of patients with difficult wounds, due to bad local conditions, or poor clinical situation, in whom we used a vacuum system to prepare the wound for the surgical closure. One patient had a pressure ulcer, another had a diabetic foot ulcer, and the third one had an open foot stump. In the 3 cases a significant improvement of the wound conditions was achieved after 7 to 8 days, allowing successful surgical treatment with flap or skin grafts.

New method for evaluation of cutaneous sensibility in diabetic feet: preliminary report

Diabetic neuropathy is an important complication of the disease, responsible for ulceration and amputation of the foot. Prevention of these problems is difficult mainly because there is no method to correctly access sensibility on the skin of the foot. The introduction of the Pressure-Specified Sensory Device (PSSD TM) in the last decade made possible the measurement of pressure thresholds sensed by the patient, such as touch, both static and in movement, on a continuous scale. This paper is the first in Brazil to report the use of this device to measure cutaneous sensibility in 3 areas of the foot: the hallux pulp, the calcaneus, and the dorsum, which are territories of the tibial and fibular nerves. METHOD: Non-diabetic patients were measured as controls, and 2 groups of diabetic patients - with and without ulcers - were compared. The PSSD TM was used to test the 3 areas described above. The following were evaluated: 1 PS (1-point static), 1 PD (1-point dynamic), 2 PS (2-points static), 2 PD (2-points dynamic). RESULTS: The diabetic group had poorer sensibility compared to controls and diabetics with ulcers had poorer sensibility when compared to diabetics without ulcers. The differences were statistically significant (P <.001). CONCLUSION: Due to the small number of patients compared, the results should be taken as a preliminary report.

Vegetation near Santa Teresinha, NE Mato Grosso.

The Santa Tenesinha region in northeaster Mato Grosso has a varied vegetation which is principally hammock pantanal. The flat clayey alluvial ground between the hummocks is coveted with a continuous non-cerrado ground cover dominated by grasses but which harbors sedges and a lange herb flora. No woody plants grow in it. The tops of the 10-20m wide, slightly elliptical hummocks, 1.5-2 m high, 10-40 per hectare, are covered with cerrado plants: herbs, semlshrubs, thin- and thick-stemmed shrubs and low trees. For 4-5 months during the latter part of the rainy season, the regional water table rises to the surface and the ground between the hummocks becomes saturated or floods up to 1.5-2 m deep. The tops of the hummocks almost always remain above high water level. In the dry season the surface soil dries out completely. This alternation of saturation or shallow flooding and dryness, prevents woody plant, growth between the hummocks, and except for a few tolerant species, also prevents woody plant. growth on the lower part of the hummochs. The gallery forests in the pantanal are seasonally flooded more deeply but their soil does not dry out so thonoughly in the dry season so woody plant growth is not prevented.

Produção de resíduos hospitalares na prestação de cuidados domiciliários

RESUMO - Os resíduos hospitalares (RH) perigosos — Grupos III e IV — produzidos na prestação de cuidados domiciliários (CD), dada a sua composição, infecciosidade, toxicidade, mobilidade e persistência, constituem um perigo relevante. A exposição a estes resíduos traduz-se num risco importante para os profissionais de saúde, doentes e seus familiares. Dado que em muitas situações estes resíduos ficam no domicílio dos doentes, sendo posteriormente depositados nos contentores camarários, o risco é alargado ao público em geral, aos catadores e aos profissionais de recolha de resíduos sólidos urbanos dos municípios. Através de um estudo observacional, transversal, com componente analítica, da produção de RH pretende-se determinar e caracterizar os quantitativos dos Grupos III e IV produzidos na prestação de CD em 2003 no concelho da Amadora, identificando também o seu destino final. Utiliza- se uma amostra aleatória do universo de doentes submetidos a tratamento domiciliário em 2003 e efectua-se a análise da associação estatística das variáveis peso do Grupo III e peso do Grupo IV com as variáveis relativas às características do doente (sexo, idade e doença), do tratamento (duração e periodicidade) e sazonais (época do ano). A média do peso produzido dos RH por acto prestado é de 213,1 g para o Grupo III e de 3,8 g para o Grupo IV. Estima--se uma produção de RH do Grupo III na prestação de CD, em 2003, no concelho da Amadora entre 8,8 e 11,4 t e para os RH do Grupo IV um valor de 10,2 kg. Verifica-se que, por acto prestado, a produção média de resíduos do Grupo III é maior nos doentes mais idosos, nas úlceras varicosas, no pé diabético, na escara de pressão, nas situações de maior duração do tratamento e nos doentes submetidos a três tratamentos por semana. Também por acto prestado, a produção média de RH do Grupo IV é maior nos doentes mais novos, na patologia osteo-articular, na infecção, no acidente, no pós-operatório, nas situações de menor duração do tratamento e nos doentes submetidos a seis tratamentos por semana (o que está relacionado com as patologias em causa). As produções médias, por acto prestado, de ambos os grupos não apresentam relação com as variáveis idade e época do ano. Todos os RH produzidos nos actos prestados em CD, em 2003, no concelho da Amadora foram depositados nos contentores municipais. Recomendam-se acções de formação e de informação dirigidas aos profissionais de saúde e ao público em geral, a criação de condições para que os RH produzidos nos CD sejam transportados, em condições adequadas, para os centros de saúde e uma articulação entre os órgãos de gestão dos centros de saúde, a autarquia, os operadores de gestão de RH e os serviços de saúde pública no sentido de serem encontradas soluções apropriadas e inovadoras relativamente à gestão dos RH produzidos na prestação de CD.

Vanamea GEN. NOV. FOR Livoneca symmetricaVAN NAME,1925, (CRUSTACEA, ISOPODA, CYMOTHOIDAE) AND A REDESCRIPTION OF THE SPECIES BASED ON SPECIMENS FROM BRAZILIAN PIRANHAS

Studies of the cymothoid isopod Livoneca symmetricaVan Name, 1925, showed that this species has characters that preclude its inclusion in LivonecaLeach, 1818, or in any other known genus. The species is redescribed on the basis of male and female specimens from the mouth cavities of Amazonian piranhas (Serrasalmus spilopleura(Kner) and S. elongatusKner) and Vanameagen. nov. is proposed for it. The new genus is defined as having: a cephalon that is not immersed in pereonite 1; mandibles that are "foot-shaped" and without incisors, pereopods that are long and unequal in size and shape; a pleon that is not immersed in the pereon; and a pleotelson that is inflated anteriorly and medially.

Compact saloplastic membranes of natural polysaccharides for soft tissue engineering

The regeneration of soft biological tissues requires new substitutes that exhibit mechanical properties similar to the native tissue. Herein, thin saloplastic membranes with tunable physical properties are prepared by complexation of chitosan and alginate solutions containing different concentrations of sodium chloride. Polyelectrolyte complexes (PECs) are transferred to flat Petri dishes for compaction into membrane shapes by sedimentation and solvent evaporation. All membranes are resistant to degradation by lysozyme and are stable in solutions with pH values between 1 and 13. Immersing the different membranes in new doping solutions of increasing salt concentrations triggers the typical saloplastic behavior, with a high water absorption and decrease of the rigidity and ultimate tensile strength. The range of such variations is tuned by the sodium chloride amount used in the synthesis: high salt concentrations increase water uptake and tensile moduli, while decreasing the ultimate strength. Cellular assays demonstrate high proliferation rates and viability of L929 fibroblasts seeded onto the most rigid membranes. The results validate the use of saloplastic membranes as soft tissue substitutes for future biomedical applications.

Tube-jack and sonic testing for the evaluation of the state of stress in historical masonry

In the investigation and diagnosis of damages to historical masonry structures, the state of stress of the masonry is an important characteristic that must be determined with as much accuracy as possible. Flat-jack testing is a traditional method used to determine the state of stress in historical masonry structures. However, when irregular masonry is tested the method can cause damage to the masonry units and the accuracy of the method is reduced. An enhanced technique, called tube-jack testing, is being developed at the University of Minho to reduce the damage caused during testing and improve the accuracy when used on irregular masonry. This method uses multiple cylindrical jacks inserted in a line of holes drilled in the mortar joints of the masonry, avoiding damage to the masonry units. Concurrently with the development of tube-jack testing, the effect of stress state on sonic testing is being studied. Sonic testing is often used to determine locations of voids and damage in masonry. The focus of these studies was to determine if the state of stress is influencing the sonic test results. In this paper the results of tube-jack testing and sonic testing on masonry walls, built for the purpose of this study in the laboratory, loaded in compression is presented. The tube-jack testing is used to estimate the state of stress in the masonry and the sonic test results are evaluated based on the effect of the applied load on the wall. Future testing and study are suggested for continued development of these test methods.

Pesquisa experimental para avaliação da eficiência da fibra de aço na resistência à punção de lajes lisas reforçadas simetricamente

O presente artigo é dedicado à avaliação experimental da eficiência do reforço com fibra de aço em termos da resistência à punção de lajes lisa carregadas simetricamente. Para este fim, oito lajes de 2550 x 2550 x 150 mm3 foram ensaiadas até a ruína, onde se investigou a influência do consumo de fibras (0, 60, 75 e 90 kg/m3) e da resistência do concreto (50 e 70 MPa). Duas lajes de referência, sem fibras, uma para cada classe de resistência do concreto, e uma laje para cada consumo de fibra e para cada classe de resistência do concreto compuseram o programa experimental. Todas as lajes foram armadas à flexão com barras de aço (armadura convencional) de forma a garantir a ruína por punção das lajes de referência. O único reforço transversal foi garantido pelas fibras de aço hooked ends com comprimento e diâmetro de 37 e 0,55 mm, respectivamente, e resistência à tração de aproximadamente 1100 MPa. Os resultados revelaram que as fibras de aço são muito eficientes em converter uma ruína frágil por cisalhamento em uma ruína dúctil por flexão, aprimorando ambos, carga de ruptura e deslocamento. Neste artigo o programa experimental é abordado em detalhe e os principais resultados são apresentados e discutidos.

Modelo para calcular a contribuição da fibra na resistência à punção de lajes em concreto reforçado com fibra de aço

Neste artigo, formulações analíticas são desenvolvidas para calcular a resistência à punção de lajes lisas de concreto reforçado com fibras de aço (CRFA) e que também são reforçadas à flexão por barras de aço (reforço convencional). A partir de análises estatísticas sobre um banco de dados que reúne resultados experimentais de caracterização do comportamento pós-fissuração do CRFA, equações são estabelecidas para avaliar parâmetros da resistência residual à tração na flexão (fRi) a partir de informações fundamentais que caracterizam a fibra de aço. O parâmetro de resistência fRi, proposto pelo ModelCode10 foi usado para definir a lei tensão-abertura da fissura (σ-w) que simula o mecanismo de reforço da fibra em um material cimentício. A segunda parte do artigo descreve uma formulação analítica baseada nos conceitos propostos por Muttoni e Ruiz, onde a lei σ-w é convenientemente integrada para simular a contribuição da fibra de aço na resistência à punção de lajes em CRFA. A partir de um banco de dados, composto de 154 ensaios de punção, o bom desempenho da proposta apresentada é demonstrado. O desempenho do modelo também é evidenciado comparando-se os seus resultados a outros modelos.

Modelo para calcular a resistência à punção de lajes lisas simétricas reforçadas com fibras de aço

O presente artigo discute a metodologia de um novo modelo para calcular a resistência à punção simétrica de lajes de concreto reforçado com fibras de aço (CRFA). O modelo é fundamentado na teoria da fissura crítica de cisalhamento de Muttoni e seus coautores e na proposta do ModelCode10 para simular o comportamento pós-fissuração do CRFA. O desempenho do modelo é avaliado a partir de um banco de dados (BD), coletado da literatura técnica, que totaliza 154 lajes. Os resultados são avaliados em função da precisão, da dispersão e do nível de conservadorismo, a partir do parâmetro λ=Vexp/Vteo, sendo Vexp e Vteo, respectivamente, os resultados obtidos do BD e do modelo. Finalmente, para confirmar o desempenho do modelo, os seus resultados são comparados a outros 7 modelos da literatura técnica e ambos são classificados segundo o critério modificado de Collins, o Demerit Points Classifications – DPC.

Application of near surface mounted (NSM) strengthening technique to traditional timber frame walls

Timber frame buildings are well known as an efficient seismic resistant structure popular all over the world not only due to their seismic performance, but also to their low cost and the strength they offer. These constructions still exist today and it is important to be able to preserve them, so a better knowledge on their behaviour is sought. Furthermore, historic technologies could be used even in modern constructions to build seismic resistant buildings using more natural materials with lesser costs. A great rehabilitation effort is being carried out on this type of buildings, as their neglect has led to decay or their change in use and alterations to the structure has led to the need to retrofit such buildings; only recently studies on their behaviour have become available and only a few of them address the issue of possible strengthening techniques for this kind of walls. In this scope, an innovative retrofitting technique (near surface mounted steel flat bars) is proposed and validated on traditional timber frame walls based on an extensive experimental program. The results of the static cyclic tests on distinct wall typologies retrofitted with the NSM technique are herein presented and discussed in detail. The main features on deformation, lateral stiffness, lateral resistance and seismic performance indexes are analysed

Ergonomics, anthropometrics, and kinetic evaluation of gait: A case study

This study aimed to develop appropriate changes in a pair of shoes in order to improve the gait of an individual selected for this case study. This analysis took into account ergonomic aspects, namely those relating to the individual’s anthropometrics. Gait analysis was done with the adapted footwear both before and after intervention.A conventional X-ray was performed, which revealed a 29-mm left lower limb shortening and possible foot adduction. The anthropometric assessment confirmed a 27-mm asymmetry between the left knee and foot.Corrective changes were implemented in the left boot, with a 20-mm increase in the plantar aspect and approximately 30-mm in the calcaneus area.The pressure-mapping system WalkinSense was used for the kinetic gait analysis. Results showed some improvement in plantar pressure distribution after corrective changes in footwear. Peak pressure in the left foot decreased from 2.8kg/cm2 to 1.6kg/cm2. The second peak also showed a marked decrease. The right foot presented with a reduction in peak plantar pressure from 2.7kg/cm2 to 2.3kg/cm2.After identifying asymmetries, the associated pathologies and modifyingthe footwear, a kinetic analysis of gait before and after altering the footwear was undertaken, which showed improvements in the gait. According to the obtained results, it was possible to demonstrate that the initially proposed objectives were achieved, i.e., the changes in footwear resulted in an improvement of the analyzed individual.

Transporte ativo entre casa e escola: estudo de uma escola urbana de 2º ciclo

Relatório de atividade profissional de mestrado em Ensino de Educação Física nos Ensinos Básico e Secundário

Changes in institutional governance and management of higher education in Laos: National University of Laos

PhD thesis in Educational Sciences (specialization in Politics of Education).

Rényi entropy and the thermodynamic stability of black holes

Thermodynamic stability of black holes, described by the Rényi formula as equilibrium compatible entropy function, is investigated. It is shown that within this approach, asymptotically flat, Schwarzschild black holes can be in stable equilibrium with thermal radiation at a fixed temperature. This implies that the canonical ensemble exists just like in anti-de Sitter space, and nonextensive effects can stabilize the black holes in a very similar way as it is done by the gravitational potential of an anti-de Sitter space. Furthermore, it is also shown that a Hawking–Page-like black hole phase transition occurs at a critical temperature which depends on the q-parameter of the Rényi formula.