Cephalopod identification keys to Histioteuthidae, Cranchiidae and Octopodiformes of the Azores, with an updated check-list

This work is a combination of unpublished cephalopod identification keys compiled by Malcolm R. Clarke for the Azores region (Central North Atlantic) and a review of the Octopoda of the Azores by João Gonçalves (MSc Thesis 1993, originally written in Portuguese), updated with recent literature. A regional list of cephalopod species of the Azores is provided totaling 83 species, with identification keys for: i) Histioteuthidae, including five species; ii) Cranchiidae, including eleven species; and iii) Octopodiformes, including Vampyroteuthis infernalis Chun, 1903 (Order Vampyromorpha), three cirrate and fourteen incirrate octopuses. Separate keys are given for Octopodiformes species. The revisions are discussed and a more detailed description of Octopoda species is included.Oma – Observatório do Mar dos Açores ; MARE – Centro de Ciências do Mar e do Ambiente ; IMAR – Instituto do Mar ; DOP – Departamento de Oceanografia e Pescas ; Universidade dos Açoresinfo:eu-repo/semantics/publishedVersio

Notes on fauna associated with an opportunistic artificial reef near cold-water corals

This short communication provides a sporadic insight on the importance of a hard three-dimensional structure for deepwater fish near CWC. Fish size and behaviour inside the structure and in the surrounding area are described. Additionally, a list of biofouling macroorganisms found on the structure after one year of deployment is presented

A mobile dose prediction system based on artificial neural networks for NPP emergencies with radioactive material releases

This work presents the approach of a mobile dose prediction system for NPP emergencies with nuclear material release. The objective is to provide extra support to field teams decisions when plant information systems are not available. However, predicting doses due to atmospheric dispersion of radionuclide generally requires execution of complex and computationally intensive physical models. In order to allow such predictions to be made by using limited computational resources such as mobile phones, it is proposed the use of artificial neural networks (ANN) previously trained (offline) with data generated by precise simulations using the NPP atmospheric dispersion system. Typical situations for each postulated accident and respective source terms, as well as a wide range of meteorological conditions have been considered. As a first step, several ANN architectures have been investigated in order to evaluate their ability for dose prediction in hypothetical scenarios in the vicinity of CNAAA Brazilian NPP, in Angra dos Reis, Brazil. As a result, good generalization and a correlation coefficient of 0.99 was achieved for a validation data set (untrained patterns). Then, selected ANNs have been coded in Java programming language to run as an Android application aimed to plot the spatial dose distribution into a map.In this paper, the general architecture of the proposed system is described; numerical results and comparisons between investigated ANN architectures are discussed; performance and limitations of running the Application into a commercial mobile phone are evaluated and possible improvements and future works are pointed

Durability of bond in NSM CFRP-concrete systems under different environmental conditions

This paper addresses the durability of bond between concrete and carbon fibre reinforced polymer (CFRP) strips installed according to the near-surface mounted (NSM) technique (NSM CFRP-concrete systems) under the effects of two main groups of environmental conditions: (i) laboratory-based ageing conditions; (ii) real outdoor ageing conditions. The bond degradation was evaluated by carrying out direct pullout tests on aged specimens that were previously subjected to distinct environmental conditions for different periods of exposure. Moreover, the degradation of the mechanical properties of the involved materials was investigated. The digital image correlation (DIC) method was used to document the evolution of the deformation fields at the surface over the whole region of interest consisting of concrete and epoxy adhesive at the ligament region. This information supported the discussion about the evolution of the bond resistant mechanism developed in NSM CFRP-concrete specimens during testing, as well as the assessment of the bond quality of the system. In general, the results obtained from the durability tests conducted have shown that the different exposure environments, which may be considered as quite severe, did not result in significant damage on NSM CFRP-concrete system. The maximum decrease of about 12% on bond strength was obtained for real outdoor environments. Conversely, a maximum increase of 8% on bond strength was obtained on the specimens exposed to the temperature cycles between –15 °C and +60 °C. DIC allowed to document the stress transfer mechanisms established between the CFRP and the concrete substrate, revealing the crack patterns and the influence widths of the CFRP reinforcement strips, which were shown to be important for avoiding group effect when using multiple parallel strengthening CFRP strips.FEDER funds through the Operational Program for Competitiveness Factors - COMPETE and National Funds through FCT - Portuguese Foundation for Science and Technology under the projects CutInDur FCOMP-01-0124-FEDER-014811 (PTDC/ECM/112396/2009), FRPLongDur POCI-01-0145-FEDER-016900 (PTDC/ECM-EST/1282/2014) and partly financed by the project POCI-01-0145-FEDER-007633. The authors also like to thank all the companies that have been involved supporting and contributing for the development of this study, mainly: S&P Clever Reinforcement Ibérica Lda., Artecanter - Indústria de Transformação de Granitos, Lda., Vialam – Indústrias Metalúrgicas e Metalomecânicas, Lda.info:eu-repo/semantics/publishedVersio

First in situ observations of soft bottom megafauna from the Cascais Canyon head

We report the first in situ observations of soft bottom megafauna from the Cascais Canyon head. Observations were collected opportunistically during three technical dives with the ROV Luso between 460-805 m at two locations distanced 1,230 m. The habitats were clas-sified as upper bathyal fine mud. The soft bottom fauna was dominated by burrows of Nephrops norvegicus reaching up to 2.9 burrows/m2, a common habitat along the Portu-guese continental margin. To our knowledge, densities are the highest ever reported for depths below 300 m. The ichthyofauna at the upper Cascais Canyon is a mixture of lower shelf and upper bathyal species, including Phycis blennoides, Scyliorhynus canicula, Coe-lorhynchus labiatus/occa and Chimaera monstrosa. Bait release attracted Myxine glutinosa. Surveys in other geological settings of the Cascays Canyon are required to understand more comprehensively the diversity of its sessile and vagile biodiversity

Influência do efeito de exposições ambientais no comportamento pós-fissurado de um BAC reforçado com fibras de aço

Neste trabalho apresentam-se os principais resultados do estudo da influência de certo tipo de exposições ambientais no comportamento pós-fissurado de betão auto-compactável reforçado com fibras de aço, BACRFA. Para o devido efeito foram produzidos diversos provetes prismáticos de BACRFA. Inicialmente os provetes foram sujeitos a ensaios cíclicos de flexão em três pontos, com o objetivo de se induzir dois níveis de pré-fissuração distintos, respetivamente, com uma abertura de fenda de 0.3 e 1.0 mm. Posteriormente, os provetes pré-fissurados foram submetidos a três tipos de exposição ambiental durante um período de dezoito meses. Por fim caracterizou-se o desempenho mecânico dos provetes após exposição ambiental

Bond behaviour of NSM CFRP-concrete systems: adhesive and CFRP cross-section influences

Near Surface Mounted (NSM) strengthening technique has been used in a sustainable way for retrofitting existing structures. This technique, which utilizes CFRP laminates inserted in the concrete cover, has been used due to the several advantages when compared with the technique based on the application of these reinforcing materials on the concrete surface (EBR technique). Although several studies have been developed on this topic in the recent past, open issues still deserve research, such as the influence of the adhesive type on the performance of the NSM-CFRP system. The present work details an experimental program carried out in order to assess the effect of using three adhesives with distinct mechanical properties on the bond behavior of the NSM-CFRP system, through direct pullout tests (DPT). Thus, the following variables were considered in the present study: (i) the type of adhesive; (ii) the cross section of the laminate; and, (iii) the bond length. The experimental pullout force-slip responses were obtained and digital image correlation (DIC) was used for obtaining additional information about the bond mechanisms developed. In general, two of the three adhesives, with similar mechanical characteristics, provided essentially similar bond behavior, with high level of effectiveness, whereas the third adhesive, which had a much lower elastic modulus than the other two, provided the lowest effectiveness in terms of the investigated parameters.This work was supported by FEDER funds through the Operational Program for Competitiveness Factors – COMPETE and National Funds through FCT (Portuguese Foundation for Science and Technology) under the projects CutInDur FCOMP-01-0124-FEDER-014811 (FCT PTDC/ECM/112396/2009), FRPreDur FCOMP-01- 0124-FEDER-028865 (FCT PTDC/ECM-EST/2424/2012), FRPLongDur POCI-01-0145-FEDER-016900 (FCT PTDC/ECM-EST/1282/2014) and partly financed by the project POCI-01-0145-FEDER-007633.

Comportamento da aderência de sistema de reforço NSM-CFRP na presença de diferentes tipos de adesivos

No contexto atual, o reforço de estruturas de betão armado assume uma importância cada vez maior devido a diversos fatores. A técnica de reforço de estruturas de betão armado que utiliza laminados de CFRP inseridos no betão de recobrimento (designada por NSM – Near Surface Mounted na literatura inglesa) tem vindo a ser alvo de vários estudos dadas as suas potencialidades. No entanto, o estudo da influência do tipo de adesivo na aplicação desta técnica apresenta conhecimento limitado. É sobretudo neste aspeto que o presente estudo incide. Foi desenvolvido um programa experimental constituído por ensaios de arranque direto com o objetivo de estudar o comportamento da ligação entre os laminados de CFRP e o betão de sistemas NSM-CFRP, utilizando três variáveis de estudo: (i) tipo de adesivo; (ii) comprimento de ancoragem; e, (iii) secção transversal do laminado de CFRP. Durante a realização dos ensaios, sob controlo de deslocamento, foi monitorizada a força de arranque bem como o deslizamento no final da zona carregada. Foi também utilizada a Correlação Digital de Imagem (DIC) como complemento para avaliação do comportamento da ligação. De uma forma geral, dois dos adesivos proporcionaram padrões de comportamento da ligação semelhantes, dada a semelhança das suas propriedades mecânicas. Um terceiro adesivo, de propriedades mecânicas bastante inferiores originou resultados menos promissores. A ligação tende a ser tanto mais resistente quanto maior for o seu comprimento. Em termos da influência da secção transversal do laminado, é notória a maior capacidade resistente da ligação para laminados com área de secção transversal superior. A utilização da metodologia DIC permitiu concluir que os mecanismos resistentes da ligação são fortemente dependentes das propriedades resistentes do adesivo.FCT e cofinanciado pelo Fundo Europeu de Desenvolvimento Regional (FEDER) através do Program a Operacional Fatores de Competitividade e internacionalização (POCI) e do Programa Regional d e Lisboa no âmbito dos projetos FRPLongDur POCI-01-0145-FEDER-016900 (PTDC/ECM-EST/1282/2014) e POCI-01-0145-FEDER-007633. S&P Clever Reinforcement (oferta do laminado de CFK e adesivo S&P Resin 220) e Sika (oferta do adesivo SikaDur 30

Effect of distinct environmental actions on the durability of RC slabs strengthened with prestressed CFRP laminate strips

In the context of concrete structures strengthening, the externally bonded reinforcement (EBR) technique is the most widely used strategy. By prestressing the FRP materials attached to the concrete substrate, the ad-vantages of external prestressing and of the EBR technique are combined. The present work investigates the durability of reinforced concrete (RC) slabs strengthened with prestressed CFRP strips according the EBR technique. Two different anchorage systems were studied: (i) the Mechanical Anchorage (MA) and (ii) Gradi-ent Anchorage (GA). The durability of the specimens was evaluated by exposing them to one out of four envi-ronmental conditions, this combined with a sustained load of 1/3 of the ultimate load for a period of 8 months. Finally, the slabs were monotonically tested up to failure by using a four-point bending test configuration. This work presents the general description of the experimental program, the analysis of the main results, as well as retained conclusions.(undefined