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Mostrando 1-5 de 5 artigos, teses e dissertações.
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1. Effect of CFRP and TRM Strengthening of RC Slabs on Punching Shear Strength
Abstract The paper presents experiments involving punching of RC slabs strengthened using externally bonded carbon fiber reinforced polymer (CFRP) sheet and textile reinforced mortar (TRM). Twelve RC slab specimens of two concrete grades (39.9 and 63.2 MPa) and employing two strengthening schemes (CFRP and TRM) were tested. Specimens were supported on two op
Lat. Am. j. solids struct.. Publicado em: 2015-09
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2. Material and geometric nonlinear analysis of reinforced concrete frame structures considering the influence of shear strength complementary mechanisms
A mechanical model for the analysis of reinforced concrete frame structures based on the Finite Element Method (FEM) is proposed in this paper. The nonlinear behavior of the steel and concrete is modeled by plasticity and damage models, respectively. In addition, geometric nonlinearity is considered by an updated lagrangian description, which allows writing
Lat. Am. j. solids struct.. Publicado em: 2013-09
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3. Development of mechanical, reliability and optimization models for application in reinforced concrete structures / Desenvolvimento de modelos mecânicos, de confiabilidade e de otimização para aplicação em estruturas de concreto armado
This work presents some developments in the mechanical modeling of reinforced concrete bar structures, as well in the coupling of reliability and RBDO optimization models, with the purpose of obtaining optimal dimensions considering the safety requirements specified in design. As for the mechanical modeling via Finite Element Method (FEM), in addition to geo
Publicado em: 2010
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4. Experimental Study of Concrete Pavement: Influence of Position of Bar Transfer and Type of Concrete / Estudo Experimental de Pavimentos de Concreto: Influência da Posição da Barra de Transferência e do Tipo de Concreto
This work presents an experimental study of the behavior of transverse joints in unreinforced concrete slabs under elastic support. Due to the tensions caused by loads and volumetric variations in the slab, transverse joints when badly executed can cause a efficiency reduction in the shear transfer, thus reducing the useful life of the concrete pavement. To
Publicado em: 2009
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5. Estudo do Efeito de Diferentes Granulometrias no Comportamento MecÃnico de Misturas AsfÃlticas Densas DescontÃnuas Tipo Stone Matrix Asphalt (SMA) / STUDY OF THE EFFECTS OF DIFFERENT GRADATIONS ON THE MECHANICAL BEHAVIOR OF DENSE GAP GRADED STONE MATRIX ASPHALT (SMA) MIXTURES
No meio rodoviÃrio brasileiro, que detÃm 96,2% da matriz de transporte de passageiros e 61,8% da matriz de cargas, Ã flagrante a deterioraÃÃo dos revestimentos asfÃlticos provocada pelo crescente aumento do volume e do peso das cargas transportadas. Tal configuraÃÃo contribui sobremaneira para o surgimento de defeitos, destacando-se as deformaÃÃes
IBICT - Instituto Brasileiro de Informação em Ciência e Tecnologia. Publicado em: 10/12/2007