Fiber-reinforced polymer (FRP) materials have been introduced recently in the construction of new structural systems, particularly in footbridge systems. Innovative systems that combine concrete with FRP materials lead to lighter and more slender structures as compared to conventional reinforced concrete structures, which can bring about vibration problems. In this work, a vibration analysis of a composite slab subjected to human activities is performed, both experimentally and numerically. The slab is composed of a concrete top laid on glass fiber-reinforced polymer (GFRP) I-section pultruded profiles. In the experimental analysis, two prototypes of 0.80 m width and 4.00 m span, representing a slab strip, were subjected to walking and jumping by several volunteers. In the numerical analysis, the slab was modeled by finite elements under dynamic loadings that simulate walking and jumping. Both the experimental and numerical results have indicated that the dynamic behavior under human activities of the composite slab must be considered in the design.

ResumoThe vehicles that travel on Brazilian highways have changed a lot in the last decades, with an increase in the traffic load and in the amount of trucks. This fact is not exclusive to our country, so much that in order to assess the structural safety of bridges, there was a great development in bridge weigh-in-motion systems (B-WIM) the last decade, especially in developed countries. Moses, in 1979, was the first one to introduce the B-WIM concept. This work presents the results of a B-WIM system applied on a bridge over the Lambari river, located at BR 153 in Uruaçu (Goiás). The weigh-in-motion technique used is based on Moses' Algorithm and uses influence lines obtained direct from traffic. Traffic characterization of that particular highway, as well as the effects introduced in the bridge structure and the experimental dynamic amplification factor are also discussed. At the end it is concluded that the system used is capable of detecting, with good precision, the axle spacing and the gross vehicle weight shows errors inferior to 3% when compared with the gross weight acquired with static scale.Keywords: B-WIM, monitoring, traffic characteristics, bridges, safety.Os veículos que trafegam nas rodovias brasileiras mudaram muito nas últimas décadas, ocorrendo um aumento na capacidade de carga e na quantidade de caminhões. Esse fato não é exclusivo do nosso país, tanto que na última década houve um grande desenvolvimento dos sistemas de pesagem em movimento em pontes (bridge weigh-in-motion, B-WIM), especialmente nos países desenvolvidos, para avaliação da segurança estrutural de pontes. Moses em 1979 foi o primeiro a introduzir o conceito de B-WIM e o algoritmo por ele desenvolvido continua sendo o mais popular nos sistemas comerciais. No presente estudo são mostrados os resultados da utilização de um sistema B-WIM no monitoramento de uma ponte sobre o rio Lambari, na BR 153, no município de Uruaçu (Goiás). A técnica de pesagem em movimento empregada é baseada no algoritmo de Moses e utiliza linhas de influência obtidas diretamente do tráfego. A caracterização do tráfego atuante nessa rodovia, bem como os esforços introduzidos na estrutura da ponte e um coeficiente de impacto obtido de forma experimental são também discutidos. Ao final conclui-se que o sistema empregado é capaz de detectar com boa precisão o espaçamento entre os eixos e o peso bruto total dos veículos apresenta erros inferiores a 3% quando comparados com os pesos obtidos em balança estática.Palavras-chave: B-WIM, monitoramento, característica do tráfego, pontes, segurança.

Some mechanical properties of concrete can be improved with the addition of other materials, such as the incorporation of fibers, which results in increased tensile strength and toughness, presenting post-cracking behavior that significantly contributes to the transfer of shear stresses, especially in planes that are propitious to the formation of cracks. To evaluate the effects of the addition of fibers to concrete, in terms of the ultimate shear strength and the mechanisms that constitute it, such as cohesion between the component materials, aggregate interlock, friction and dowel action, an experimental program was carried out. Two mixtures were produced from a conventional concrete mix, with the addition of 0.5% steel fibers and 0.2% synthetic polyvinyl alcohol, PVA fibers. Specimens for direct shear testing, push-off type, were molded, with and without transverse shear reinforcement, and a steel-concrete bond condition was set as a variable. The results showed that the addition of steel fibers results in a significant increase in the shear strength of concrete, na effect not observed with PVA fibers. The aggregate interlock and cohesion mechanisms were responsible for approximately 70% of the ultimate shear strength in all the concrete tested, while the rest was attributed to friction and the dowel effect.

No abstract

No abstract