Avaliação experimental do grau de confiabilidade dos ensaios à compressão do concreto efetivados em laboratórios

• Ano de defesa: 2014
• Autor(a) principal: Gidrão, Salmen Saleme
• Tipo de documento: Dissertação
• Tipo de acesso: Acesso aberto
• Idioma: por
• Instituição de defesa: Universidade Federal de Uberlândia; BR; Programa de Pós-graduação em Engenharia Civil; Engenharias; UFU
• Palavras-chave em Português: Concreto; Ensaio de compressão; Qualidade; Ensaios de referência; Concrete; Compression test; Quality; Reference tests; CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
• Link de acesso: https://repositorio.ufu.br/handle/123456789/14209; https://doi.org/10.14393/ufu.di.2014.467

The measurements of a physical quantity invariably involve errors and uncertainties. The results of the testing of compressive strength of concrete are not exempt from this rule. Measure is an act of comparison whose degree of accuracy can depend on instruments, operators and the measurement process itself. In this work were analyzed questions that involving the intervening factors of the quality of the concrete compressive results, and, been tested the trustworthiness with which these assays have been produced by several laboratories. The focus is on the measurement errors. Your organization has involved a conceptual review of \"quality\" and its relation to the constructions in concrete; sequentially, has organized an application of tests to verify the trustworthiness of their results through two complementary ways. The first, to analyze the dispersion of results by different methods; and the main form of the reference test, established from a result set as the default method; and the other in order to characterize the types of errors produced. Their results, irrefutable regarding the methodology used for the production of his bodies of evidence and significant for the strategy used for data searching allowed to identify an undesirable state for conditions that defined the level of its reliability. Classified as inconsistent, a considerable number of laboratories evaluated in three different stages of experimental verification, presented as the results of their measurement, inadequate numbers to the strength of concrete, not meeting the expectations of desirable accuracy for this important procedure of quality control production.