Matches in SemOpenAlex for { <https://semopenalex.org/work/W2030692137> ?p ?o ?g. }
Showing items 1 to 98 of
98
with 100 items per page.
- W2030692137 endingPage "77" @default.
- W2030692137 startingPage "68" @default.
- W2030692137 abstract "Assessment of existing reinforced concrete structure entails a series of steps, among which the evaluation of the mechanical properties of concrete can be considered a corner-stone. To this end, direct compression tests on cores extracted directly from a structure provide the most reliable estimation of the strength. Unfortunately, the number of cores usually accepted is often limited because the method is expensive and invasive. For this reason, non-destructive (ND) methods are mostly used, whose results are usually calibrated using a limited number of destructive tests, to provide some preliminary information about the homogeneity of the investigated concrete and possibly to suggest zones where to extract other cores. In addition, non-destructive tests may be used to enlarge the database for the estimation of concrete strength. The main drawback in using this approach is that a correlation formula between the in situ measures and concrete strength is required. In many cases, such formula cannot be easily generalized and must be restricted every time based on pairs of indirect and direct measures of strength. Moreover, the use of different experimental techniques (destructive and non-destructive) provides information with different reliability, and the results are thus difficult to combine. For these reasons, in this paper, a technique based on Bayesian inference is proposed to combine in a rational manner the results of direct and indirect measures, providing the probabilistic distribution of the concrete strength and some significant properties such as the median and characteristic value. In this paper, the proposed methodology is developed by considering the ultrasonic pulse velocity (UPV) technique, one of the most popular non-destructive methods employed for the evaluation of concrete strength, although it may be easily extended to other types of in situ measures. To validate the proposed method, two real cases, for which experimental data are available, are analyzed and discussed." @default.
- W2030692137 created "2016-06-24" @default.
- W2030692137 creator A5028396224 @default.
- W2030692137 creator A5043415881 @default.
- W2030692137 creator A5043844825 @default.
- W2030692137 creator A5055309068 @default.
- W2030692137 date "2014-04-01" @default.
- W2030692137 modified "2023-10-18" @default.
- W2030692137 title "Assessment of concrete strength combining direct and NDT measures via Bayesian inference" @default.
- W2030692137 cites W1993799211 @default.
- W2030692137 cites W2040205694 @default.
- W2030692137 cites W2046947189 @default.
- W2030692137 cites W2053898060 @default.
- W2030692137 cites W2054737818 @default.
- W2030692137 cites W2123474505 @default.
- W2030692137 doi "https://doi.org/10.1016/j.engstruct.2014.01.036" @default.
- W2030692137 hasPublicationYear "2014" @default.
- W2030692137 type Work @default.
- W2030692137 sameAs 2030692137 @default.
- W2030692137 citedByCount "32" @default.
- W2030692137 countsByYear W20306921372015 @default.
- W2030692137 countsByYear W20306921372016 @default.
- W2030692137 countsByYear W20306921372017 @default.
- W2030692137 countsByYear W20306921372018 @default.
- W2030692137 countsByYear W20306921372019 @default.
- W2030692137 countsByYear W20306921372020 @default.
- W2030692137 countsByYear W20306921372021 @default.
- W2030692137 countsByYear W20306921372022 @default.
- W2030692137 countsByYear W20306921372023 @default.
- W2030692137 crossrefType "journal-article" @default.
- W2030692137 hasAuthorship W2030692137A5028396224 @default.
- W2030692137 hasAuthorship W2030692137A5043415881 @default.
- W2030692137 hasAuthorship W2030692137A5043844825 @default.
- W2030692137 hasAuthorship W2030692137A5055309068 @default.
- W2030692137 hasConcept C107673813 @default.
- W2030692137 hasConcept C119857082 @default.
- W2030692137 hasConcept C121332964 @default.
- W2030692137 hasConcept C126838900 @default.
- W2030692137 hasConcept C127413603 @default.
- W2030692137 hasConcept C142259097 @default.
- W2030692137 hasConcept C154945302 @default.
- W2030692137 hasConcept C159985019 @default.
- W2030692137 hasConcept C160234255 @default.
- W2030692137 hasConcept C163258240 @default.
- W2030692137 hasConcept C192562407 @default.
- W2030692137 hasConcept C200601418 @default.
- W2030692137 hasConcept C2776214188 @default.
- W2030692137 hasConcept C2988617437 @default.
- W2030692137 hasConcept C32200034 @default.
- W2030692137 hasConcept C41008148 @default.
- W2030692137 hasConcept C43214815 @default.
- W2030692137 hasConcept C49937458 @default.
- W2030692137 hasConcept C56529433 @default.
- W2030692137 hasConcept C62520636 @default.
- W2030692137 hasConcept C66938386 @default.
- W2030692137 hasConcept C71924100 @default.
- W2030692137 hasConceptScore W2030692137C107673813 @default.
- W2030692137 hasConceptScore W2030692137C119857082 @default.
- W2030692137 hasConceptScore W2030692137C121332964 @default.
- W2030692137 hasConceptScore W2030692137C126838900 @default.
- W2030692137 hasConceptScore W2030692137C127413603 @default.
- W2030692137 hasConceptScore W2030692137C142259097 @default.
- W2030692137 hasConceptScore W2030692137C154945302 @default.
- W2030692137 hasConceptScore W2030692137C159985019 @default.
- W2030692137 hasConceptScore W2030692137C160234255 @default.
- W2030692137 hasConceptScore W2030692137C163258240 @default.
- W2030692137 hasConceptScore W2030692137C192562407 @default.
- W2030692137 hasConceptScore W2030692137C200601418 @default.
- W2030692137 hasConceptScore W2030692137C2776214188 @default.
- W2030692137 hasConceptScore W2030692137C2988617437 @default.
- W2030692137 hasConceptScore W2030692137C32200034 @default.
- W2030692137 hasConceptScore W2030692137C41008148 @default.
- W2030692137 hasConceptScore W2030692137C43214815 @default.
- W2030692137 hasConceptScore W2030692137C49937458 @default.
- W2030692137 hasConceptScore W2030692137C56529433 @default.
- W2030692137 hasConceptScore W2030692137C62520636 @default.
- W2030692137 hasConceptScore W2030692137C66938386 @default.
- W2030692137 hasConceptScore W2030692137C71924100 @default.
- W2030692137 hasLocation W20306921371 @default.
- W2030692137 hasOpenAccess W2030692137 @default.
- W2030692137 hasPrimaryLocation W20306921371 @default.
- W2030692137 hasRelatedWork W2357513396 @default.
- W2030692137 hasRelatedWork W2367438849 @default.
- W2030692137 hasRelatedWork W2377455906 @default.
- W2030692137 hasRelatedWork W2391196128 @default.
- W2030692137 hasRelatedWork W2467386863 @default.
- W2030692137 hasRelatedWork W2748398261 @default.
- W2030692137 hasRelatedWork W3201636139 @default.
- W2030692137 hasRelatedWork W4360830117 @default.
- W2030692137 hasRelatedWork W18671280 @default.
- W2030692137 hasRelatedWork W1919985504 @default.
- W2030692137 hasVolume "64" @default.
- W2030692137 isParatext "false" @default.
- W2030692137 isRetracted "false" @default.
- W2030692137 magId "2030692137" @default.
- W2030692137 workType "article" @default.