Manufacturing at double the speed

The speed of manufacturing processes today depends on a trade-off between the physical processes of production, the wider system that allows these processes to operate and the co-ordination of a supply chain in the pursuit of meeting customer needs. Could the speed of this activity be doubled? This paper explores this hypothetical question, starting with examination of a diverse set of case studies spanning the activities of manufacturing. This reveals that the constraints on increasing manufacturing speed have some common themes, and several of these are examined in more detail, to identify absolute limits to performance. The physical processes of production are constrained by factors such as machine stiffness, actuator acceleration, heat transfer and the delivery of fluids, and for each of these, a simplified model is used to analyse the gap between current and limiting performance. The wider systems of production require the co-ordination of resources and push at the limits of human biophysical and cognitive limits. Evidence about these is explored and related to current practice. Out of this discussion, five promising innovations are explored to show examples of how manufacturing speed is increasing—with line arrays of point actuators, parallel tools, tailored application of precision, hybridisation and task taxonomies. The paper addresses a broad question which could be pursued by a wider community and in greater depth, but even this first examination suggests the possibility of unanticipated innovations in current manufacturing practices.

Assessment of the impact speed and angle conditions for the EN1317 barrier tests

Roadside safety barriers designs are tested with passenger cars in Europe using standard EN1317 in which the impact angle for normal, high and very high containment level tests is 20°. In comparison to EN1317, the US standard MASH has higher impact angles for cars and pickups (25°) and different vehicle masses. Studies in Europe (RISER) and the US have shown values for the 90th percentile impact angle of 30°–34°. Thus, the limited evidence available suggests that the 20° angle applied in EN 1317 may be too low.
The first goal of this paper is to use the US NCHRP database (Project NCHRP 17–22) to assess the distribution of impact angle and collision speed in recent ROR accidents. Second, based on the findings of the statistical analysis and on analysis of impact angles and speeds in the literature, an LS-DYNA finite element analysis was carried out to evaluate the normal containment level of concrete barriers in non-standard collisions. The FE model was validated against a crash test of a portable concrete barrier carried out at the UK Transport Research Laboratory (TRL).
The accident data analysis for run-off road accidents indicates that a substantial proportion of accidents have an impact angle in excess of 20°. The baseline LS-DYNA model showed good comparison with experimental acceleration severity index (ASI) data and the parametric analysis indicates a very significant influence of impact angle on ASI. Accordingly, a review of European run-off road accidents and the configuration of EN 1317 should be performed.

Protocol for the isotoxic intensity modulated radiotherapy (IMRT) in stage III non-small cell lung cancer (NSCLC): a feasibility study.

Introduction The majority of stage III patients with non-small cell lung cancer (NSCLC) are unsuitable for concurrent chemoradiotherapy, the non-surgical gold standard of care. As the alternative treatment options of sequential chemoradiotherapy and radiotherapy alone are associated with high local failure rates, various intensification strategies have been employed. There is evidence to suggest that altered fractionation using hyperfractionation, acceleration, dose escalation, and individualisation may be of benefit. The MAASTRO group have pioneered the concept of ‘isotoxic’ radiotherapy allowing for individualised dose escalation using hyperfractionated accelerated radiotherapy based on predefined normal tissue constraints. This study aims to evaluate whether delivering isotoxic radiotherapy using intensity modulated radiotherapy (IMRT) is achievable.

Methods and analysis Isotoxic IMRT is a multicentre feasibility study. From June 2014, a total of 35 patients from 7 UK centres, with a proven histological or cytological diagnosis of inoperable NSCLC, unsuitable for concurrent chemoradiotherapy will be recruited. A minimum of 2 cycles of induction chemotherapy is mandated before starting isotoxic radiotherapy. The dose of radiation will be increased until one or more of the organs at risk tolerance or the maximum dose of 79.2 Gy is reached. The primary end point is feasibility, with accrual rates, local control and overall survival our secondary end points. Patients will be followed up for 5 years.

Ethics and dissemination The study has received ethical approval (REC reference: 13/NW/0480) from the National Research Ethics Service (NRES) Committee North West—Greater Manchester South. The trial is conducted in accordance with the Declaration of Helsinki and Good Clinical Practice (GCP). The trial results will be published in a peer-reviewed journal and presented internationally.

Trial registration number NCT01836692; Pre-results.

Rocking behaviour of multi-block columns subjected to pulse-type ground motion accelerations

Ancient columns, made with a variety of materials such as marble, granite, stone or masonry are an important part of the
European cultural heritage. In particular columns of ancient temples in Greece and Sicily which support only the architrave are
characterized by small axial load values. This feature together with the slenderness typical of these structural members clearly
highlights as the evaluation of the rocking behaviour is a key aspect of their safety assessment and maintenance. It has to be noted
that the rocking response of rectangular cross-sectional columns modelled as monolithic rigid elements, has been widely investigated
since the first theoretical study carried out by Housner (1963). However, the assumption of monolithic member, although being
widely used and accepted for practical engineering applications, is not valid for more complex systems such as multi-block columns
made of stacked stone blocks, with or without mortar beds. In these cases, in fact, a correct analysis of the system should consider
rocking and sliding phenomena between the individual blocks of the structure. Due to the high non-linearity of the problem, the
evaluation of the dynamic behaviour of multi-block columns has been mostly studied in the literature using a numerical approach
such as the Discrete Element Method (DEM). This paper presents an introductory study about a proposed analytical-numerical
approach for analysing the rocking behaviour of multi-block columns subjected to a sine-pulse type ground motion. Based on the
approach proposed by Spanos (2001) for a system made of two rigid blocks, the Eulero-Lagrange method to obtain the motion
equations of the system is discussed and numerical applications are performed with case studies reported in the literature and with a
real acceleration record. The rocking response of single block and multi-block columns is compared and considerations are made
about the overturning conditions and on the effect of forcing function’s frequency.
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Scaling of Ion Spectral Peaks in the Hybrid RPA-TNSA Region

The role of the radiation pressure of an intense laser beam in the formation of proton and carbon spectra from thin foils is discussed. The data presented suggests that, in competition with the Target Normal Sheath Acceleration mechanism, the onset of the Light Sail (LS) region of Radiation Pressure Acceleration can be obtained for suitably thin targets at currently available laser intensities,. The spectral features and their scaling with the laser and target parameters are consistent with the scenario of Light Sail (LS) acceleration.

Rapid glacial retreat on the Kamchatka Peninsula during the early 21st Century

Monitoring glacier fluctuations provides insights into changing glacial environments and recent climate change. The availability of satellite imagery offers the opportunity to view these changes for remote and inaccessible regions. Gaining an understanding of the ongoing changes in such regions is vital if a complete picture of glacial fluctuations globally is to be established. Here, satellite imagery (Landsat 7, 8 and ASTER) is used to conduct a multi-annual remote sensing survey of glacier fluctuations on the Kamchatka Peninsula (eastern Russia) over the 2000–2014 period. Glacier margins were digitised manually and reveal that, in 2000, the peninsula was occupied by 673 glaciers, with a total glacier surface area of 775.7 ± 27.9 km2 . By 2014, the number of glaciers had increased to 738 (reflecting the fragmentation of larger glaciers), but their surface area had decreased to 592.9 ± 20.4 km2 . This represents a ∼ 24 % decline in total glacier surface area between 2000 and 2014 and a notable acceleration in the rate of area loss since the late 20th century. Analysis of possible controls indicates that these glacier fluctuations were likely governed by variations in climate (particularly rising summer temperatures), though the response of individual glaciers was modulated by other (non-climatic) factors, principally glacier size, local shading and debris cover.

Investigations of ultrafast charge dynamics in laser-irradiated targets by a self probing technique employing laser driven protons

The divergent and broadband proton beams produced by the target normal sheath acceleration mechanism provide the unique opportunity to probe, in a point-projection imaging scheme, the dynamics of the transient electric and magnetic fields produced during laser-plasma interactions. Commonly such experimental setup entails two intense laser beams, where the interaction produced by one beam is probed with the protons produced by the second. We present here experimental studies of the ultra-fast charge dynamics along a wire connected to laser irradiated target carried out by employing a ‘self’ proton probing arrangement – i.e. by connecting the wire to the target generating the probe protons. The experimental data shows that an electromagnetic pulse carrying a significant amount of charge is launched along the wire, which travels as a unified pulse of 10s of ps duration with a velocity close to speed of light. The experimental capabilities and the analysis procedure of this specific type of proton probing technique are discussed.

Optical fiber accelerometer system for structural dynamic monitoring

In this study, the implementation of an optical accelerometer unit based on fiber Bragg gratings, suitable to monitor structures with frequencies up to 45 Hz, is reported. The developed optical system was used to estimate the structure eigenfrequencies of a steel footbridge, with a total length of 300 m, over the Sao Pedro Creek, located at University of Aveiro Campus, in Portugal. The acceleration records measured with this solution are compared with those obtained by traditional commercial electronic devices, revealing a root-mean-square error of 2.53 x 10(-5) G.

O currículo das ciências físicas e naturais na perspetiva docente: saberes profissionais e possibilidades de ação

O atual contexto social de aceleração exponencial, resultante de alterações políticas, económicas e do acesso imediato a um extenso conjunto de informações e a um manancial de desenvolvimentos científicos e tecnológicos, cujas implicações são imprevisíveis e transversais a diferentes setores, está em dissonância com as características do modelo escolar dominante e a naturalizada ‘gramática da escola’ (Formosinho & Machado, 2008; Nóvoa, 2009a; Tyack & Tobin, 1994). Este desfasamento, amplificado em países com sistemas de ensino de matriz centralizada, resvala entre uma ação docente acrítica e executora e, em oposição, uma ação docente de natureza profissional, caracterizada por um alinhamento entre o desenvolvimento profissional e a afirmação da especificidade do conhecimento profissional docente, enquanto saber que se constrói na interação com os outros, com o próprio, nos e sobre os contextos de prática. A implementação do processo de reorganização curricular do ensino básico (Decreto-Lei n.º 6/2001, de 18 de janeiro) redefiniu o currículo nacional segundo duas perspetivas: a nacional e a local, veiculando uma conceção curricular flexível e emancipatória, isto é, uma proposta curricular que confere aos professores autonomia no desenvolvimento e gestão do currículo, instigando-os à realização de práticas curriculares com intencionalidade pedagógica estratégica. Neste sentido, a pretensão desta investigação situou-se ao nível da problematização de saberes profissionais e da concetualização de algumas possibilidades de ação tangenciais à capacidade de autotransformação de cada profissional docente e da escola. As opções metodológicas consideradas visaram, sobretudo, compreender quais os possíveis conhecimentos profissionais mobilizados por professores de Ciências Físicas e Naturais, em particular ao nível do desenvolvimento e gestão do currículo desta área curricular. Assim, perspetivado sob a forma de questão enquadradora, o problema que esteve na génese desta investigação assume a seguinte formulação: Que conhecimento mobilizam professores do ensino básico no desenvolvimento e na gestão do currículo das Ciências Físicas e Naturais? De que forma e com que ações poderá ser potenciado esse conhecimento nos processos de ensino e aprendizagem? O estudo empírico que sustentou este projeto de investigação organizou-se em dois momentos distintos. O primeiro, de natureza predominantemente quantitativa e dimensão de análise extensiva, envolveu a administração de um inquérito por questionário a professores de Ciências Físicas e Naturais que, no ano letivo de 2006/2007, se encontravam a lecionar em escolas públicas com 2.º e 3.º ciclos afetas à Direção Regional de Educação do Norte e ao, anteriormente, designado Centro de Área Educativa de Aveiro. Com um enfoque preponderantemente qualitativo, o segundo momento do estudo decorreu ao longo do ano letivo de 2007/2008 num agrupamento de escolas da região norte do país e consistiu na realização de entrevistas a oito professores de Ciências Físicas e Naturais, à coordenadora do departamento de Matemática e Ciências Experimentais e aos presidentes do Conselho Pedagógico e do Conselho Executivo. Ao longo do ano letivo, os professores de Ciências Físicas e Naturais desenvolveram, igualmente, um percurso formativo cuja ênfase se situava ao nível da adequação do desenvolvimento e gestão do currículo desta área disciplinar. As técnicas de tratamento de dados privilegiadas foram a análise estatística e a análise de conteúdo. Os resultados deste estudo apontam para a prevalência de uma ação docente desprovida de intencionalidades pedagógica e curricular ou de integração na construção do corpo geral do saber, designadamente ao nível dos processos de desenvolvimento e gestão do currículo. Não obstante alguma familiarização com conceitos inerentes à dimensão do conhecimento do currículo, os indicadores de reapropriação ao nível da ação docente foram escassos, denunciando a presença de constrangimentos no domínio teórico das orientações curriculares nacionais e locais, bem como no desenvolvimento de práticas curriculares articuladas e estrategicamente definidas. Por outro lado, o predomínio de uma ação docente tendencialmente acrítica, de matriz executora, associada ao cumprimento de normativos legais e de rotinas e burocracias instituídas, indiciou fragilidades ao nível do conhecimento profissional configurado como mobilização complexa, organizada e coerente de conhecimentos científicos, curriculares, pedagógicos e metodológicos, em função da especificidade de cada situação educativa e cuja finalidade é a otimização da aprendizagem do aluno. O percurso formativo afigurou-se como um espaço de partilha e de reflexão colegial, propício ao desenvolvimento de ações que se inserem numa perspetiva de ‘action learning’, possibilitando a reflexão e a aprendizagem através de ações empreendidas em função de práticas educativas. As possibilidades de ação remetem para a integração da formação contínua em contexto, com intencionalidades pedagógicas e curriculares estrategicamente definidas, e a problematização da formação inicial e contínua dos professores, envolvendo as perspetivas de diferentes atores educativos e de investigadores educacionais.

Sensores ópticos para monitorização dinâmica de estruturas

O presente trabalho centra-se no desenvolvimento e aplicação de sensores de aceleração ópticos, baseados em redes de Bragg gravadas em fibras ópticas, para monitorização da integridade estrutural de estruturas de engenharia civil. Foram implementados dois acelerómetros uniaxiais e um acelerómetro biaxial. Recorreu-se a uma ferramenta de simulação baseada no método dos elementos finitos que permitiu optimizar, sem custos de produção, as características dos sensores, nomeadamente a sua frequência de ressonância. A caracterização dos sensores foi realizada em ambiente laboratorial e a sua resposta comparada com os resultados de simulação, de modo a validar os modelos numéricos. A aplicabilidade e demonstração de conceito foram realizadas na monitorização de estruturas com testes de campo. Foi monitorizado um teste destrutivo de uma parede de adobe, construída à escala real no Departamento de Engenharia Civil da Universidade de Aveiro, onde foram utilizados sensores estáticos e dinâmicos baseados em redes de Bragg gravadas em fibra óptica. Foram realizadas medidas dinâmicas na ponte pedonal do Campus Universitário da Universidade de Aveiro, onde se compararam os resultados obtidos com os sensores ópticos com resultados de sensores electrónicos comerciais. O acelerómetro biaxial foi testado na monitorização de estruturas esbeltas, nomeadamente na monitorização de duas torres de telecomunicações móveis, onde se demonstrou a possibilidade da utilização de sensores ópticos na caracterização dinâmica deste tipo de estruturas. Outro tipo de estruturas de engenharia civil onde foi demonstrada a aplicabilidade dos sensores ópticos desenvolvidos na monitorização estrutural foram os reservatórios de água elevados. Foi realizada a monitorização dinâmica de um exemplo deste tipo de estruturas, localizado no Campus Universitário da Universidade de Aveiro. A monitorização foi realizada recorrendo ao sensor biaxial desenvolvido e a um sismógrafo, ficando o sensor óptico instalado na estrutura de modo a permitir futuras leituras e assim a monitorização periódica da estrutura. Foi ainda desenvolvido um sensor de humidade relativa do ar, com um material sol-gel, que permitiu registar o nível de humidade relativa no interior de blocos de betão, durante um ano. Este sensor pode ser incluído numa rede de sensores multiplexados, na caracterização e monitorização da integridade estrutural de certas estruturas de engenharia civil.

Cimentos de fosfato de magnésio: consolidação e caracterização

A reação entre o óxido de magnésio (MgO) e o fosfato de monoamónio (MAP), à temperatura ambiente, origina os cimentos de fosfato de magnésio, materiais caracterizados pela sua presa rápida e pelas excelentes propriedades mecânicas adquiridas precocemente. As propriedades finais são dependentes, essencialmente, da composição do cimento (razão molar magnésia:fosfato e utilização de retardantes de presa) mas também são influenciadas pela reatividade da magnésia utilizada. Neste trabalho, a reação foi caracterizada através do estudo da influência da razão molar MgO:MAP (variando de 1:1 até 8:1), da presença e teor de aditivos retardantes (ácido bórico, ácido cítrico e tripolifosfato de sódio) e da variação da área superficial específica da magnésia (conseguida por calcinação do óxido), no tempo de presa, na temperatura máxima atingida e nas fases cristalinas finais formadas. A reação de presa pode ser comparada à hidratação do cimento Portland, com a existência de 4 estágios (reação inicial, indução, aceleração e desaceleração), com a diferença que estes estágios ocorrem a velocidade muito mais alta nos cimentos de fosfato de magnésio. Este estudo foi realizado utilizando a espetroscopia de impedâncias, acompanhada pela monitorização da evolução de temperatura ao longo do tempo de reação e, por paragem de reação, identificando as fases cristalinas formadas. A investigação do mecanismo de reação foi complementada com a observação da microestrutura dos cimentos formados e permitiu concluir que a origem da magnésia usada não afeta a reação nem as propriedades do cimento final. A metodologia de superfície de resposta foi utilizada para o estudo e otimização das características finais do produto, tendo-se mostrado um método muito eficaz. Para o estudo da variação da área superficial específica da magnésia com as condições de calcinação (temperatura e tempo de patamar) usou-se o planeamento fatorial de experiências tendo sido obtido um modelo matemático que relaciona a resposta da área superficial específica da magnésia com as condições de calcinação. As propriedades finais dos cimentos (resistência mecânica à compressão e absorção de água) foram estudadas utilizando o planeamento simplex de experiências, que permitiu encontrar modelos que relacionam a propriedade em estudo com os valores das variáveis (razão molar MgO:MAP, área superficial específica da magnésia e quantidade de ácido bórico). Estes modelos podem ser usados para formular composições e produzir cimentos com propriedades finais específicas.

Microbe-mediated recovery of salt marshes contaminated with oil hydrocarbons

Salt marshes are highly productive intertidal habitats that serve as nursery grounds for many commercially and economically important species. Because of their location and physical and biological characteristics, salt marshes are considered to be particularly vulnerable to anthropogenic inputs of oil hydrocarbons. Sediment contamination with oil is especially dangerous for salt marsh vegetation, since low molecular weight aromatic hydrocarbons can affect plants at all stages of development. However, the use of vegetation for bioremediation (phytoremediation), by removal or sequestration of contaminants, has been intensively studied. Phytoremediation is an efficient, inexpensive and environmental friendly approach for the removal of aromatic hydrocarbons, through direct incorporation by the plant and by the intervention of degrading microbial populations in the rhizosphere (microbe-assisted phytoremediation). Rhizosphere microbial communities are enriched in important catabolic genotypes for degradation of oil hydrocarbons (OH) which may have a potential for detoxification of the sediment surrounding the roots. In addition, since rhizosphere bacterial populations may also internalize into plant tissues (endophytes), rhizocompetent AH degrading populations may be important for in planta AH degradation and detoxification. The present study involved field work and microcosms experiments aiming the characterization of relevant plant-microbe interactions in oilimpacted salt marshes and the understanding of the effect of rhizosphere and endosphere bacteria in the role of salt marsh plants as potential phytoremediation agents. In the field approach, molecular tools were used to assess how plant species- and OH pollution affect sediment bacterial composition [bulk sediment and sediment surrounding the roots (rhizosphere) of Halimione portulacoides and Sarcocornia perennis subsp. perennis] in a temperate estuary (Ria de Aveiro, Portugal) chronically exposed to OH pollution. In addition, the 16S rRNA gene sequences retrieved in this study were used to generate in silico metagenomes and to evaluate the distribution of potential bacterial traits in different microhabitats. Moreover, a combination of culture-dependent and -independent approaches was used to investigate the effect of oil hydrocarbons contamination on the structure and function of endophytic bacterial communities of salt marsh plants.Root systems of H. portulacoides and S. perennis subsp. perennis appear to be able to exert a strong influence on bacterial composition and in silico metagenome analysis showed enrichment of genes involved in the process of polycyclic aromatic hydrocarbon (PAH) degradation in the rhizosphere of halophyte plants. The culturable fraction of endophytic degraders was essentially closely related to known OH-degrading Pseudomonas species and endophytic communities revealed sitespecific effects related to the level of OH contamination in the sediment. In order to determine the effects of oil contamination on plant condition and on the responses in terms of structure and function of the bacterial community associated with plant roots (rhizosphere, endosphere), a microcosms approach was set up. The salt marsh plant Halimione portulacoides was inoculated with a previous isolated Pseudomonas sp. endophytic degrader and the 2-methylnaphthalene was used as model PAH contaminant. The results showed that H. portulacoides health and growth were not affected by the contamination with the tested concentration. Moreover, the decrease of 2-methylnaphthalene at the end of experiment, can suggest that H. portulacoides can be considered as a potential plant for future uses in phytoremedition approaches of contaminated salt marsh. The acceleration of hydrocarbon degradation by inoculation of the plants with the hydrocarbon-degrading Pseudomonas sp. could not, however, be demonstrated, although the effects of inoculation on the structure of the endophytic community observed at the end of the experiment indicate that the strain may be an efficient colonizer of H. portulacoides roots. The results obtained in this work suggest that H. portulacoides tolerates moderate concentrations of 2-methylnaphthalene and can be regarded as a promising agent for phytoremedition approaches in salt marshes contaminated with oil hydrocarbons. Plant/microbe interactions may have an important role in the degradation process, as plants support a diverse endophytic bacterial community, enriched in genetic factors (genes and plasmids) for hydrocarbon degradation.

Seismic retrofitting of RC buildings using CFRP and post-tensioned metal straps: shake table tests

This article examines the effectiveness of two innovative retrofitting solutions at enhancing the seismic behaviour of a substandard reinforced concrete building tested on a shake table as part of the Pan-European funded project BANDIT. To simulate typical substandard construction, the reinforcement of columns and beam-column joints of the full-scale structure had inadequate detailing. An initial series of shake table tests were carried out to assess the seismic behaviour of the bare building and the effectiveness of a first retrofitting intervention using Post-Tensioned Metal Straps. After these tests, columns and joints were repaired and subsequently retrofitted using a retrofitting solution consisting of Carbon Fibre Reinforced Polymers and Post-Tensioned Metal Straps applied on opposite frames of the building. The building was then subjected to unidirectional and three-dimensional incremental seismic excitations to assess the effectiveness of the two retrofitting solutions at improving the global and local building performance. The article provides details of the above shake table testing programme and retrofitting solutions, and discusses the test results in terms of the observed damage, global damage indexes, performance levels and local strains. It is shown that whilst the original bare building was significantly damaged at a peak ground acceleration (PGA) of 0.15g, the retrofitted building resisted severe threedimensional shake table tests up to PGA=0.60g without failure. Moreover, the retrofitting intervention enhanced the interstorey drift ratio capacity of the 1st and 2nd floors by 160% and 110%, respectively. Therefore, the proposed dual retrofitting system is proven to be very effective for improving the seismic performance of substandard buildings.