FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3209602110> ?p ?o ?g. }

• W3209602110 abstract "The objective of this research is to develop a technical basis of the impulse-response test for condition assessment and to improve its diagnostics for concrete plates. Impulse-response tests were performed on a fully supported concrete plate with artificial delaminations of various planar sizes at different depths. Defect detection was first performed using the empirical damage indices defined in ASTM C1740, which are based on the shape characteristics of the frequency response function (FRF) between 10 and 800 Hz. Next, the test procedure was modified for extending the frequency range of FRF, revealing that delaminations introduce vibration modes with distinctive high frequencies not present in intact portions of the plate and not detectable in the currently used frequency range of the test due to the hammer tip typically used. A validated 3D finite element model of the experimental plate is used to correlate the dynamic response of test points with experimental FRFs, indicating that the distinctive high frequencies in the extended FRF measured on delaminations correspond to the first bending mode characterized by a local reduction in flexural rigidity and in the damping of the plate. The effect of experimental setups, such as the relative distance between the sensor and the hammer, is shown to have a significant effect on the accuracy of defect delineation for large and shallow delaminations. A new damage index based on the resonant frequency from the extended FRF with a modified experimental setup is proposed for estimating the planar size and depth of delaminations. The performance of the proposed index is demonstrated through experimental data as well as parametric numerical simulations. Multiple regression is used to estimate the detectability, depth, and extent of delaminations as a function of the proposed and currently used damage indices. The resonant frequency is found to be more informative for the planar size of the delamination compared to the depth, while the average accelerance is more informative for the depth of delamination and less for its planar size. Furthermore, the results indicate that the test may have limited detectability and application for delaminations deeper than 300 mm. Finally, the prediction accuracy for the depth and size of delamination is demonstrated based on Gaussian processes and is presented in the form of confidence ellipses. The prediction model is shown to be reasonably accurate for shallow defects (<300 mm), which are the most critical for durability and structural performance. While the impulse-response test has been used since the early 1990s for condition assessment of concrete elements other than drilled shaft piles, this study is among the most comprehensive on its physical basis, the influence of experimental setups, the extension of the frequency range, the characterization of delaminations, and detection limitations of the test." @default.
• W3209602110 created "2021-11-08" @default.
• W3209602110 creator A5047108525 @default.
• W3209602110 creator A5047676963 @default.
• W3209602110 creator A5082912966 @default.
• W3209602110 date "2022-01-01" @default.
• W3209602110 modified "2023-09-27" @default.
• W3209602110 title "Developing a New Understanding of the Impulse Response Test for Defect Detection in Concrete Plates" @default.
• W3209602110 cites W1014916266 @default.
• W3209602110 cites W1967610881 @default.
• W3209602110 cites W1975405391 @default.
• W3209602110 cites W1977814902 @default.
• W3209602110 cites W1989536857 @default.
• W3209602110 cites W1993786730 @default.
• W3209602110 cites W1996928111 @default.
• W3209602110 cites W2008471492 @default.
• W3209602110 cites W2017382865 @default.
• W3209602110 cites W2022322249 @default.
• W3209602110 cites W2025095621 @default.
• W3209602110 cites W2028943086 @default.
• W3209602110 cites W2029467073 @default.
• W3209602110 cites W2046072536 @default.
• W3209602110 cites W2058274332 @default.
• W3209602110 cites W2069051211 @default.
• W3209602110 cites W2085475118 @default.
• W3209602110 cites W2147861371 @default.
• W3209602110 cites W2168083197 @default.
• W3209602110 cites W2169139883 @default.
• W3209602110 cites W2169796211 @default.
• W3209602110 cites W2804446681 @default.
• W3209602110 cites W2809458496 @default.
• W3209602110 cites W2924662172 @default.
• W3209602110 cites W2933974480 @default.
• W3209602110 cites W2935051094 @default.
• W3209602110 doi "https://doi.org/10.1061/(asce)em.1943-7889.0002036" @default.
• W3209602110 hasPublicationYear "2022" @default.
• W3209602110 type Work @default.
• W3209602110 sameAs 3209602110 @default.
• W3209602110 citedByCount "1" @default.
• W3209602110 countsByYear W32096021102022 @default.
• W3209602110 crossrefType "journal-article" @default.
• W3209602110 hasAuthorship W3209602110A5047108525 @default.
• W3209602110 hasAuthorship W3209602110A5047676963 @default.
• W3209602110 hasAuthorship W3209602110A5082912966 @default.
• W3209602110 hasConcept C119599485 @default.
• W3209602110 hasConcept C121332964 @default.
• W3209602110 hasConcept C121684516 @default.
• W3209602110 hasConcept C127413603 @default.
• W3209602110 hasConcept C134306372 @default.
• W3209602110 hasConcept C134786449 @default.
• W3209602110 hasConcept C135628077 @default.
• W3209602110 hasConcept C13655849 @default.
• W3209602110 hasConcept C192562407 @default.
• W3209602110 hasConcept C198394728 @default.
• W3209602110 hasConcept C24890656 @default.
• W3209602110 hasConcept C32758168 @default.
• W3209602110 hasConcept C33923547 @default.
• W3209602110 hasConcept C41008148 @default.
• W3209602110 hasConcept C62520636 @default.
• W3209602110 hasConcept C66938386 @default.
• W3209602110 hasConcept C70836080 @default.
• W3209602110 hasConcept C72279823 @default.
• W3209602110 hasConcept C73099012 @default.
• W3209602110 hasConcept C85761212 @default.
• W3209602110 hasConcept C8590192 @default.
• W3209602110 hasConceptScore W3209602110C119599485 @default.
• W3209602110 hasConceptScore W3209602110C121332964 @default.
• W3209602110 hasConceptScore W3209602110C121684516 @default.
• W3209602110 hasConceptScore W3209602110C127413603 @default.
• W3209602110 hasConceptScore W3209602110C134306372 @default.
• W3209602110 hasConceptScore W3209602110C134786449 @default.
• W3209602110 hasConceptScore W3209602110C135628077 @default.
• W3209602110 hasConceptScore W3209602110C13655849 @default.
• W3209602110 hasConceptScore W3209602110C192562407 @default.
• W3209602110 hasConceptScore W3209602110C198394728 @default.
• W3209602110 hasConceptScore W3209602110C24890656 @default.
• W3209602110 hasConceptScore W3209602110C32758168 @default.
• W3209602110 hasConceptScore W3209602110C33923547 @default.
• W3209602110 hasConceptScore W3209602110C41008148 @default.
• W3209602110 hasConceptScore W3209602110C62520636 @default.
• W3209602110 hasConceptScore W3209602110C66938386 @default.
• W3209602110 hasConceptScore W3209602110C70836080 @default.
• W3209602110 hasConceptScore W3209602110C72279823 @default.
• W3209602110 hasConceptScore W3209602110C73099012 @default.
• W3209602110 hasConceptScore W3209602110C85761212 @default.
• W3209602110 hasConceptScore W3209602110C8590192 @default.
• W3209602110 hasIssue "1" @default.
• W3209602110 hasLocation W32096021101 @default.
• W3209602110 hasOpenAccess W3209602110 @default.
• W3209602110 hasPrimaryLocation W32096021101 @default.
• W3209602110 hasRelatedWork W175093755 @default.
• W3209602110 hasRelatedWork W1965705586 @default.
• W3209602110 hasRelatedWork W1993328566 @default.
• W3209602110 hasRelatedWork W2065850375 @default.
• W3209602110 hasRelatedWork W2068962058 @default.
• W3209602110 hasRelatedWork W2085373355 @default.
• W3209602110 hasRelatedWork W2147606006 @default.
• W3209602110 hasRelatedWork W2333824305 @default.
• W3209602110 hasRelatedWork W4256537913 @default.
• W3209602110 hasRelatedWork W74343763 @default.

• next