Costa, Pedro, Maria Isabel Gomes, Ana Carvalho, and Ana P. Barbosa-Povoa Decision Support Tool for Strategic Planning in Supply Chains. Proceedings of the 24th European Symposium on Computer Aided Process Engineering – ESCAPE 24. Budapest, Hungary, 2014.
AbstractThis paper proposes a systematic methodology for supply chain planning optimization and assessment of different scenarios. This methodology will help companies throughout the difficult process of strategic decision-making in what concerns the design of an efficient supply chain structure. The proposed methodology allows the analysis of complex systems as it integrates a decision support tool developed to agile the process of scenario comparison, when designing network structures. This tool allows practitioners to take advantage of the optimization models without the need of learning modelling languages. An example based on a real case study is presented, showing the methodology/tool applicability.
Biscaia, Hugo C., Rui Micaelo, João Teixeira, and Carlos Chastre. "
Delamination process analysis of FRP-to-parent material bonded joints with and without anchorage systems using the Distinct Element Method."
Composite Structures. 116.September–October (2014): 104-119.
AbstractThis study looks at the analysis of the interface between Fiber Reinforced Polymer (FRP)-to-parent material bonded interfaces. The performance of FRP-to-parent material bonded joints for the Externally Bonded Reinforcement (EBR) technique is numerically modelled with the PFC2D software which is based on the Distinct Element Method (DEM). It is believed that this represents the first time the DEM has been used to simulate the delamination process of FRP-to-parent material bonded joints. In order to validate the analysis performed with the DEM, a Pull-out test with no slip constrains was modelled and different linear bond-slip laws were assumed. The numerical results revealed that the DEM is capable of estimating with good accuracy the exact solutions of bond stresses, strains or slippages along the bonded length for linear bond-slip laws. The bi-linear law available in PFC2D was then compared to the numerical results obtained from other another code developed by the author. The delamination process of Pull-out tests with slip constrain at one of the free ends of the FRP plate is also described and analyzed. The results obtained from the DEM revealed that the delamination process ends with stiffness equal to the axial stiffness of the FRP plate. This evidence highlights the need to design mechanical anchor devices capable of preventing premature debonding which is known to occur on EBR systems.
Faustino, Pedro, Carlos Chastre, and Raquel Paula. "
Design model for square RC columns under compression confined with CFRP."
Composites Part B: Engineering. 57.February (2014): 187-198.
AbstractThe enhancement of the mechanical behaviour of reinforced concrete (RC) columns with regard to axial compression is an up-to-date concern, namely if the strengthening of existing structures is to be considered. In view of this, external confinement with FRP systems has been tested in order to become a feasible technique, since it seems to have important advantages over other systems such as its high strength and stiffness in relation to weight and its improvement of strength and ductility while confining RC columns. Square columns confined with FRP show a more complex interpretation of their behaviour, when compared to circular columns. Accordingly, the present work includes the analysis of two experimental programs regarding axial compression on CFRP confined RC columns: one on circular and square specimens with different corner radii; the other on square specimens with side lengths ranging from medium to large. Based on this, modelling equations are proposed to predict maximum axial load, axial strain and lateral strain, as well as the entire behaviour until failure with curves of axial load-axial strain and axial load-lateral strain. The modelling results show that the analytical curves are in general agreement with the presented experimental curves for a wide range of dimensions.
Barros, Teresa M., Krasimira T. Petrova, Paula Correia da Silva, and Ana Paula Esteves. "
Efficient Microwave-Assisted Synthesis of 1’,2,3,3’,4,4’,6-Hepta-O-Benzyl-Sucrose and 1’,2,3,3’,4,4’-Hexa-O-Benzylsucrose."
Carbohydrate Chemistry: Proven Synthetic Methods, Volume 2, Chapter 14. Eds. Gijsbert van der Marel, and Jeroen Codee. CRC Press, Taylor & Francis Group, 2014. 103-123.
Cunha, Jácome, João Paulo Fernandes, Jorge Mendes, Rui Pereira, and João Saraiva. "
Embedding Model-Driven Spreadsheet Queries in Spreadsheet Systems."
Proceedings of the 2014 IEEE Symposium on Visual Languages and Human-Centric Computing. VLHCC '14. Washington, DC, USA: IEEE Computer Society, 2014. 151-154.
AbstractSpreadsheets are widely used not only to define mathematical expressions, but also to store large and complex data. To query such data is usually a difficult task to perform, usually for end user. In this work we embed the textual query language in the model-driven spreadsheet environment as a spreadsheet itself. The result is an expressive and powerful query environment that has knowledge of the business logic defined by the spreadsheet data (the spreadsheet model) to guide end users constructing correct queries.
Cunha, Jácome, João P. Fernandes, Jorge Mendes, and João Saraiva Embedding, Evolution, and Validation of Spreadsheet Models in Spreadsheet Systems. HASLab - High-Assurance Software Laboratory & Universidade do Minho, 2014.
AbstractThis paper proposes and validates a model-driven software engineering technique for spreadsheets. The technique that we envision builds on the embedding of spreadsheet models under a widely used spreadsheet system, so that models and their conforming instances are developed under the same environment. In practice, this convenient environment enhances evolution steps at the model level while the corresponding instance is automatically co-evolved. Finally, we have designed and conducted an empirical study with human users in order to assess our technique in production environments. The results of this study are promising and suggest that productivity gains are realizable under our model-driven spreadsheet development setting.
Cunha, Jácome, João Paulo Fernandes, Jorge Mendes, Rui Pereira, and João Saraiva. "
ES-SQL: Visually Querying Spreadsheets."
Proceedings of the 2014 IEEE Symposium on Visual Languages and Human-Centric Computing. VLHCC '14. Washington, DC, USA: IEEE Computer Society, 2014. 203-204.
AbstractThis paper presents ES-SQL, an embedded tool for visually constructing queries over spreadsheets. This tool provides an expressive query environment which has knowledge on the business logic of spreadsheets, and by this knowledge it assists the user in defining the intended queries.
Larrinaga, Pello, Carlos Chastre, Hugo C. Biscaia, and José T. San-José. "
Experimental and Numerical Modelling of Basalt Textile Reinforced Mortar Behavior Under Uniaxial Tensile Stress."
Materials & Design. 55.March (2014): 66-74.
AbstractDuring the last years several projects and studies have improved the knowledge about Textile Reinforced Mortar (TRM) technology. TRM has already been used in strengthening masonry and reinforced concrete structural elements such as walls, arches, columns and beams. This material is presented as a real alternative to the use of fibre-reinforced polymers (FRP) in situations where these composites have presented some drawbacks or their use is banned. Textile Reinforced Mortar show a complex mechanical behaviour derived from the heterogeneity of the constituent materials. This paper aims to deepen the knowledge of this composite material in terms of tensile behaviour. Following this scope, this paper presents an experimental campaign focused on thirty one TRM specimens reinforced with four different reinforcing ratios. The results are analysed and contrasted with two distinct models. i) the Aveston-Cooper-Kelly theory (ACK) which is based on a tri-linear analytical approach; and ii) a nonlinear numerical simulation with a 3D Finite Element code. The Finite Element Analysis (FEA) of the TRM tensile tests also showed no significant dependence on the basalt-to-mortar interface, i.e., the choice of a bond-slip curve in order to reproduce the bond stresses and slippages along the interface is irrelevant and it can be simply considered as rigid interface.