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- W2337504295 abstract "In this paper a numerical analysis of three-pile caps is developed to study the influence of concrete compressive characteristic strength in pile caps resistance capacity. A three-pile cap model derived from Miguel’s [1] work was adopted. From this model, variations on the compressive characteristic strength were made in order to observe modifications in its structural behavior. The numerical analysis was developed with finite element software ATENA 3D [2]. The results demonstrated that an increase in the compressive characteristic strength was not followed by a significant increment in pile cap’s strength, since models’ ruin were due to concrete splitting (opening cracks parallel to principal compressive stresses as a result of perpendicular tension stresses within the structure) and ties steel bars yielding. In the models analyzed high-tension stresses were developed along the struts and at the bottom of the pile cap’s section, demonstrating that pile cap’s ultimate resistance is not influenced by the compressive strength." @default.
- W2337504295 created "2016-06-24" @default.
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- W2337504295 date "2013-01-01" @default.
- W2337504295 modified "2023-09-27" @default.
- W2337504295 title "Concrete compressive characteristic strength analysis of pile caps with three piles Análise da resistência característica à compressão do concreto em blocos sobre três estacas" @default.
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- W2337504295 hasPublicationYear "2013" @default.
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