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Antonio Aguado
Researcher at Polytechnic University of Catalonia
Publications - 190
Citations - 6076
Antonio Aguado is an academic researcher from Polytechnic University of Catalonia. The author has contributed to research in topics: Fiber-reinforced concrete & Precast concrete. The author has an hindex of 41, co-authored 186 publications receiving 4791 citations.
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Meso-structural study of concrete fracture using interface elements. I: numerical model and tensile behavior
TL;DR: In this paper, a mesostructural model for the mechanical behavior of heterogeneous quasi-brittle materials is used systematically to analyze concrete specimens in 2D. The numerical model is based on the use of zero-thickness interface elements equipped with a normal-shear traction-separation constitutive law representing non-linear fracture, which may be considered a mixedmode generalization of Hillerborg's “Fictitious Crack Model.
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Comparative analysis of the life cycle impact assessment of available cement inventories in the EU
TL;DR: In this article, a comparative study of the LCIA of different life cycle inventories (LCI) for EU cements is presented, where the main environmental interventions related to cement manufacture were classified and characterised and their effect on different impact categories analysed.
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Comparative analysis of available life cycle inventories of cement in the EU
TL;DR: In this article, a comparative analysis of inventories of several different types of cement produced in Europe is presented, considering the production of 1 kg of cement from cradle to gate, and all results are based on this mass unit.
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Experiences in Barcelona with the use of fibres in segmental linings
TL;DR: In this article, the authors present three real experiences that are representative of the application of FRC in urban tunnels and a design methodology to take into account the structural contribution of the fibres.
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Predicting the pullout response of inclined hooked steel fibers
TL;DR: In this paper, the pullout response of inclined fibers with hooked ends has been investigated and several experimental results were considered to validate the approach and to assure its suitability on distinct material properties and boundary conditions.