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        Autocicatrização do concreto com diferentes tipos de cimentos em interação com catalizador cristalino 

        Pedroso, Maria Goreti (Universidade Tecnológica Federal do ParanáCuritibaBrasilPrograma de Pós-Graduação em Engenharia CivilUTFPR, 2019-06-26)
        In a concrete structure, there are microcracks and cracks that have expected or unexpected characteristics. These microcracks may will be the way to external agents with degradation effect. For this reason, there is a need ...

        High-Strength Concrete Masonry Walls under Concentric and Eccentric Loadings 

        Universidade Federal de São Carlos (UFSCar); Brigham Young Univ; Universidade Estadual Paulista (Unesp) (Asce-amer Soc Civil Engineers, 2018-06-01)
        Masonry walls and columns are common structural members that typically resist compressive loads, with a number of such members being required to resist combined axial load and out-of-plane bending due to direct out-of-plane ...

        Validation of Performance-Dependent Failure Criterion for Concretes 

        Folino, Paula; Etse, Jose Guillermo (American Concrete Institute, 2011-05)
        This paper focuses on the reformulation of the internal functions of the performance-dependent failure criterion (PDFC) for concrete, proposed by the authors, and its validation for different concrete qualities and stress ...

        Avaliação da eficiência do ensaio de aderência aço-concreto para estimativa da resistência à compressão axial do concreto 

        Casagrande, Thayna Caroline (Universidade Tecnológica Federal do ParanáPato Branco, 2014-07-30)
        In the construction sector the quality control of products and services is done through supervision of works and testing of materials that require, in most cases, modern equipment and qualified professionals, where the ...

        Effect of steel fibers on static and blast response of high strength concrete 

        Lucioni, B.; Isla, F.; Codina, R.; Ambrosini, D.; Zerbino, Raúl; Giaccio, Graciela Marta; Torrijos, María Celeste (2017)

        An experimental study of steel fiber-reinforced high-strength concrete slender columns under cyclic loading 

        Caballero Morrison, Karen E.; Bonet, José L.; Gregori, Juan Navarro (2012-08-10)
        Structural engineers usually limit the use of HSC columns to seismic active zones because of their britle behavior in comparison with NSC, even though it presents advantages both in terms of mechanics and durability. A ...

        Temperature effects on failure behavior of self-compacting high strength plain and fiber reinforced concrete 

        Xargay, Hernan Daniel; Folino, Paula; Sambataro, Luciano; Etse, Jose Guillermo (Elsevier, 2018-03)
        This work analyzes the effect of temperature on the mechanical behavior up to failure of self-compacting high strength concrete specimens when subjected to three different stress paths, corresponding to the uniaxial ...

        HIGH STRENGTH CONCRETE: THE REINFORCED CONCRETE OF THE CENTURY 21(ST) 

        INSA; Universidade Estadual Paulista (Unesp); Universidade de São Paulo (USP) (Univ Politecnica Catalunya, 2007-01-01)
        This work is about the 21st century reinforced concrete analysis under the point of view of its constituent materials. First of all it is described the theoretical approach of the bending elements calculated based on the ...

        HIGH STRENGTH CONCRETE: THE REINFORCED CONCRETE OF THE CENTURY 21(ST) 

        INSA; Universidade Estadual Paulista (Unesp); Universidade de São Paulo (USP) (Univ Politecnica Catalunya, 2007-01-01)
        This work is about the 21st century reinforced concrete analysis under the point of view of its constituent materials. First of all it is described the theoretical approach of the bending elements calculated based on the ...

        Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs 

        Luccioni, B.; Isla, F.; Codina, R.; Ambrosini, D.; Zerbino, Raúl; Giaccio, Graciela Marta; Torrijos, María Celeste (2018)
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