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Eingeladener Vortrag
- nein (2)
Quando se constrói uma estrutura, na maioria das vezes, não se sabe ao certo até quando esta será necessária, útil ou ainda, segura.
No projeto utilizam-se características conhecidas dos materiais, como resistência à compressão, resistência a ataques químicos e a intempéries, além de expectativas de carregamento e condições de exposição em uso. Porém, as reais interações entre a estrutura e o ambiente no qual ela está inserida são difíceis de prever ou simular. Além do carregamento em uso, que pode variar de forma diferente do previsto (incremento de tráfego sobre uma ponte ou modificação de uso de um edifício, por exemplo), outra questão são as sobrecargas acidentais, como terremotos, inundações, etc. Todas estas incertezas fazem com que a uma previsão precisa da degradação da estrutura ao longo do tempo seja difícil (quase impossível). Para confirmar a segurança e a fidelidade da estrutura em relação ao projeto são feitas inspeções, que avaliam a degradação, a segurança e as condições gerais da estrutura. Podem-se citar como principais usos do monitoramento estrutural na engenharia civil: auxiliar as inspeções provendo ao especialista um histórico de degradação e comportamento que possibilita um melhor entendimento de possíveis problemas e a identificação de causas; certificar uma estrutura em relação à fidelidade ao projeto; avaliar a segurança de uma estrutura antiga ou num dado momento em que condições especiais se apresentem; e otimizar programas de manutenção.
The modeling and prediction of the behavior of reinforced concrete under impact load is still an engineering challenge. The scientific community has put a lot of effort into the development of this knowledge, especially after the unfortunate events of 09/11 in Manhattan. The main concern is with nuclear power plants and how to design structures that can withstand such extreme situations. An experimental investigation has been carried out to collect fundamental data and to develop a deeper understanding of the effect of impact damage on the load capacity of concrete plates. The paper presents the process on the definition of procedures and the first results of an experimental investigation on the damage and residual load capacity of reinforced concrete plates after impact load. Two types of reinforced concrete plates measuring 1.5 x 1.5 x 0.3 m were subjected to the impact of a flat-nose hard projectile. The two types were casted with the same reinforcement and 80 or 40 MPa concrete. After the impact, the plates go through planar tomography, visual inspection and an ultimate load capacity test. The results showed that the planar tomography can be used for the assessment of internal damage on concrete plates, as long as the number of scans in each direction is more than four. The visual inspection gave a good. The formation of cone cracking after the impact load showed the highest influence on the remaining load capacity of the concrete plates. More plates will be tested to confirm the indications at different damage conditions.
The modeling and prediction of the behavior of reinforced concrete under impact load is still an engineering challenge. The scientific community has put a lot of effort into the development of this knowledge, especially after the unfortunate events of 09/11 in Manhattan. The main concern is with nuclear power plants and how to design structures that can withstand such extreme situations. An experimental investigation has been carried out to collect fundamental data and to develop a deeper understanding of the effect of impact damage on the load capacity of concrete plates. The paper presents the process on the definition of procedures and the first results of an experimental investigation on the damage and residual load capacity of reinforced concrete plates after impact load. Two types of reinforced concrete plates measuring 1.5 x 1.5 x 0.3 m were subjected to the impact of a flat-nose hard projectile. The two types were casted with the same reinforcement and 80 or 40 MPa concrete. After the impact, the plates go through planar tomography, visual inspection and an ultimate load capacity test. The results showed that the planar tomography can be used for the assessment of internal damage on concrete plates, as long as the number of scans in each direction is more than four. The visual inspection gave a good. The formation of cone cracking after the impact load showed the highest influence on the remaining load capacity of the concrete plates. More plates will be tested to confirm the indications at different damage conditions.
Design of a cementitious coating system for corrosion protection: Phase 1 binder materials selection
(2014)
This paper presents the first results of an ongoing research project on the development of a cementitious thin layer coating system with high resistance against chloride penetration and carbonation. It is intended to display the decision process used for selecting raw materials as well as the conclusions based on test results and theoretical deliberations. In this phase, only the influence of the binder materials was analyzed concerning mechanical properties. The system should enhance the durability of new and old concrete structures exposed to aggressive environments, be based on market available materials and fulfill the requirements of the German guideline for concrete repair (Rili-SIB).
Design of a cementitious coating system for corrosion protection: Phase 1 binder materials selection
(2014)
This paper presents the first results of an ongoing research project on the development of a cementitious thin layer coating system with high resistance against chloride penetration and carbonation. It is intended to display the decision process used for selecting raw materials as well as the conclusions based on test results and theoretical deliberations. In this phase, only the influence of the binder materials was analyzed concerning mechanical properties. The system should enhance the durability of new and old concrete structures exposed to aggressive environments, be based on market available materials and fulfill the requirements of the German guideline for concrete repair (Rili-SIB).