Ludovico-Marques, Marco, and Carlos Chastre. "
Durability Assessment of Consolidation Effect on Sandstone Monuments."
41th IAHS Word Congress of Housing. Sustainability and Innovation for the Future. Albufeira, Portugal 2016. 10p.
AbstractThe façades of St. Leonard’s church and the castle in Atouguia da Baleia village in western region of Portugal are monuments built in Middle Ages. Significant stone degradation patterns are visible, being the alveolization an outstanding case study.The more porous type of sandstones similar to the variety found in the vernacular architecture of Atouguia da Baleia was treated with ethyl silicates. In order to allow the study of the durability of these conservation treatments, accelerated artificial ageing salt crystallization tests were carried out and an automatic ageing chamber was developed.Physical and mechanical behaviour was assessed on consolidated specimens before and after accelerated artificial ageing salt crystallization tests. The authors propose a prediction of the durability of these consolidation treatments by means of the salt crystallization ageing results.
Chastre, Carlos, Hugo Biscaia, Noel Franco, and António Monteiro. "
Experimental Analysis of Reinforced Concrete Beams Strengthened with Innovative Techniques."
41th IAHS Word Congress of Housing. Sustainability and Innovation for the Future. Albufeira, Portugal 2016. 10.
AbstractThe strengthening of reinforced concrete structures with FRP materials has received a considerable increment in recent years due to their durability characteristics, high strength-weight and stiffness-weight ratios of FRP compared to other materials.An experimental program was conducted in order to analyse the behaviour of different structural solutions to strengthen reinforced concrete beams with carbon FRP composites: EBR (Externally-Bonded Reinforcement), NSM (Near Surface Mounted) reinforcement and an innovative technique externally-bonded using continuous reinforcement embedded at ends (CREatE). The RC beams had a 3m span by 0.3m height and were tested until rupture in a 4-point bending test system.The CREatE technique has proved to be the most effective of the three alternatives tested, with the full utilisation of the CFRP and the highest strength, combined with the highest ductility.
Biscaia, Hugo, Carlos Chastre, David Cruz, and Noel Franco. "
A New Bonding Technique for the Rehabilitation of Old Timber Floors with CFRP Composites."
41th IAHS Word Congress of Housing. Sustainability and Innovation for the Future. Albufeira, Portugal 2016. 10.
AbstractDespite the number of applications with Carbon Fiber Reinforced Polymers (CFRP) have been grown in civil constructions, the studies available in the literature dedicated to the strengthening of old timber beams are very rare. This paper analyses the bending behaviour of old suspended timber floors flexurally-strengthened with CFRP laminates. A new bonding technique developed by the authors is presented which mainly consists on the embedding of both CFRP ends into the core of the timber beams. Differences between the traditional strengthening, i.e. Externally Bonded Reinforcement (EBR), and the new bonding technique are reported. A timber pavement without any CFRP laminate bonded to its soffit was also considered and the results were used as reference values for comparison with the strengthened specimens. The results revealed that the CFRP laminate used for the flexurally-strengthened of the specimen according to the EBR technique reached only 27.2% of the rupture strain of the CFRP laminate whereas the new bonding technique was capable to prevent the premature debonding of the CFRP from the timber substrate and the rupture of the CFRP laminate was observed. Furthermore, the strain distributions in the CFRP laminates and the bond stresses within the CFRP-to-timber interfaces were affected when the new technique was used. For the sake of better understanding the rupture modes observed, a numerical approach was developed which allowed us to conclude that, until the collapse of the beams, the timber never reached its yielding point and the collapse were mainly due to the poor quality of the timber (e.g. quantity of knot, cracks and irregular geometries) and the low shear capacity of the beams.
Santos, Mafalda, Catarina Gralha, Miguel Goulão, João Araújo, Ana Moreira, and João Cambeiro. "
What is the Impact of Bad Layout in the Understandability of Social Goal Models?"
24th IEEE International Conference on Requirements Engineering. Beijing, China: IEEE, 2016.
AbstractThe i* community has published guidelines, including model layout guidelines, for the construction of models. Our goal is to evaluate the effect of the layout guidelines on the i* novice stakeholders’ ability to understand and review i* models. We conducted a quasi-experiment where participants were given two understanding and two reviewing tasks. Both tasks involved a model with a bad layout and another model following the i* layout guidelines. We evaluated the impact of layouts by combining the success level in those tasks and the required effort to accomplish them. Effort was assessed using time, perceived complexity (with NASA TLX), and eye-tracking data. Participants were more successful in understanding than in reviewing tasks. However, we found no statistically significant difference in the success, time taken, or perceived complexity, between tasks conducted with models with a bad layout and models with a good layout. Most participants had little to no prior knowledge in i*, making them more representative of stakeholders with no requirements engineering expertise. They were able to understand the models fairly well after a short tutorial, but struggled when reviewing models. Adherence to the existing i* layout guidelines did not significantly impact i* model understanding and reviewing performance.
Chastre, Carlos, and Marco Ludovico-Marques. "
Avaliação dos Portais da Igreja de São Leonardo na Atouguia da Baleia Utilizando Testes Não Destrutivos."
10º Congresso de Mecânica Experimental (CNME 2016). LNEC, Lisbon, Portugal 2016. 12.
AbstractNeste artigo é apresentado um resumo das intervenções de conservação realizadas no século passado na Igreja de São Leonardo, bem como um resumo dos estudos realizados na última década. Em seguida mostra-se o padrão de degradação que ocorre nos portais de arenito da igreja e é analisada a evolução da alveolização que ocorreu nos portais de arenito ao longo dos últimos sessenta a setenta anos. No final, a inspeção visual dos portais de arenito é comparada com um levantamento realizado através de varrimento por laser tridimensional.
Chastre, Carlos, Hugo Biscaia, and Noel Franco. "
Reforço de Vigas de Betão Armado com Armaduras Pós-Instaladas de Aço ou de FRP."
10º Congresso de Mecânica Experimental (CNME 2016). LNEC, Lisbon, Portugal 2016. 12.
AbstractApresentam-se e analisam-se um conjunto de ensaios realizados em vigas de betão armado reforçadas com armaduras pós-instaladas de aço ou de FRP, incluindo os referentes a uma nova técnica (CREatE) desenvolvida na FCT NOVA, tendo-se concluído que a técnica CREatE possibilita aumentos de resistência e ductilidade consideráveis face às técnicas tradicionais.
Amarante dos Santos, Filipe, Corneliu Cismasiu, Rui Perdigão, Vasco Bernardo, João Sampayo, Paulo Candeias, Campos A. Costa, A. Carvalho, and Luís Guerreiro. "
Comportamento sísmico de ligações em passadiços pré-fabricados ."
10º Congresso Nacional de Sismologia e Engenharia Sísmica. Ponta Delgada, Açores 2016.