FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3159622574> ?p ?o ?g. }

• W3159622574 endingPage "012069" @default.
• W3159622574 startingPage "012069" @default.
• W3159622574 abstract "Abstract The results of reading the rebound number in a hammer test and velocity in an ultrasonic pulse velocity (UPV) test are usually associated with concrete compressive strength. A correlation or regression is provided to convert those parameters. However, several factors can influence this correlation. One of them is the level of concrete damage. The purpose of this study is to look at the robustness of hammer and UPV reading data in various concrete damage conditions. Experiments were carried out by testing three groups of concrete strength: 25, 35, and 45 MPa. All the concrete was tested using the UPV and rebound hammer test. The damage was determined as concrete which has decreased compressive strength by 30% (low), 50% (medium), and 80% (high) of the initial strength. The initial strength was the maximum compressive strength on each concrete group which was determined by compression testing. The rebound hammer data shows the correlation results that are almost the same as the correlation provided by the manufactures for concrete without damage and slight damage. But this is not the case with medium and highly damaged concrete, showing the results of the highly distorted correlation. The greater the level of damage, the greater the deviation. For concrete which damage level up to 80%, there is a deviation ratio of up to 3.6 times compared to the correlation value provided by the tool. Furthermore, the reading of UPV has a constant correlation without being affected by damaged concrete conditions up to the velocity of 3500 m/s. Thus, in a rapid assessment of the strength and safety of existing concrete structures, the robustness of a hammer test implements in concrete with sound and slight damage, but for concrete with beyond of elastic damage conditions, it must be accompanied by other tools such as UPV or sampling core." @default.
• W3159622574 created "2021-05-10" @default.
• W3159622574 creator A5026027311 @default.
• W3159622574 creator A5040178439 @default.
• W3159622574 creator A5049314788 @default.
• W3159622574 creator A5090147132 @default.
• W3159622574 date "2021-04-01" @default.
• W3159622574 modified "2023-09-25" @default.
• W3159622574 title "Study on robustness of rebound hammer and ultrasonic pulse velocity measurement in several concrete damage levels" @default.
• W3159622574 cites W1494780657 @default.
• W3159622574 cites W1966213715 @default.
• W3159622574 cites W1983226668 @default.
• W3159622574 cites W2065662799 @default.
• W3159622574 cites W2137176759 @default.
• W3159622574 cites W2174124627 @default.
• W3159622574 cites W2592063558 @default.
• W3159622574 cites W2802511001 @default.
• W3159622574 cites W2888629599 @default.
• W3159622574 cites W3002301696 @default.
• W3159622574 cites W4301380952 @default.
• W3159622574 doi "https://doi.org/10.1088/1755-1315/708/1/012069" @default.
• W3159622574 hasPublicationYear "2021" @default.
• W3159622574 type Work @default.
• W3159622574 sameAs 3159622574 @default.
• W3159622574 citedByCount "0" @default.
• W3159622574 crossrefType "journal-article" @default.
• W3159622574 hasAuthorship W3159622574A5026027311 @default.
• W3159622574 hasAuthorship W3159622574A5040178439 @default.
• W3159622574 hasAuthorship W3159622574A5049314788 @default.
• W3159622574 hasAuthorship W3159622574A5090147132 @default.
• W3159622574 hasBestOaLocation W31596225741 @default.
• W3159622574 hasConcept C105795698 @default.
• W3159622574 hasConcept C121332964 @default.
• W3159622574 hasConcept C127313418 @default.
• W3159622574 hasConcept C127413603 @default.
• W3159622574 hasConcept C13655849 @default.
• W3159622574 hasConcept C159985019 @default.
• W3159622574 hasConcept C187320778 @default.
• W3159622574 hasConcept C192562407 @default.
• W3159622574 hasConcept C24890656 @default.
• W3159622574 hasConcept C2780092901 @default.
• W3159622574 hasConcept C30407753 @default.
• W3159622574 hasConcept C33923547 @default.
• W3159622574 hasConcept C66938386 @default.
• W3159622574 hasConcept C81288441 @default.
• W3159622574 hasConcept C88893950 @default.
• W3159622574 hasConceptScore W3159622574C105795698 @default.
• W3159622574 hasConceptScore W3159622574C121332964 @default.
• W3159622574 hasConceptScore W3159622574C127313418 @default.
• W3159622574 hasConceptScore W3159622574C127413603 @default.
• W3159622574 hasConceptScore W3159622574C13655849 @default.
• W3159622574 hasConceptScore W3159622574C159985019 @default.
• W3159622574 hasConceptScore W3159622574C187320778 @default.
• W3159622574 hasConceptScore W3159622574C192562407 @default.
• W3159622574 hasConceptScore W3159622574C24890656 @default.
• W3159622574 hasConceptScore W3159622574C2780092901 @default.
• W3159622574 hasConceptScore W3159622574C30407753 @default.
• W3159622574 hasConceptScore W3159622574C33923547 @default.
• W3159622574 hasConceptScore W3159622574C66938386 @default.
• W3159622574 hasConceptScore W3159622574C81288441 @default.
• W3159622574 hasConceptScore W3159622574C88893950 @default.
• W3159622574 hasIssue "1" @default.
• W3159622574 hasLocation W31596225741 @default.
• W3159622574 hasOpenAccess W3159622574 @default.
• W3159622574 hasPrimaryLocation W31596225741 @default.
• W3159622574 hasRelatedWork W1598049518 @default.
• W3159622574 hasRelatedWork W2030593421 @default.
• W3159622574 hasRelatedWork W2123968109 @default.
• W3159622574 hasRelatedWork W2995678664 @default.
• W3159622574 hasRelatedWork W2996638281 @default.
• W3159622574 hasRelatedWork W3128662731 @default.
• W3159622574 hasRelatedWork W3188180889 @default.
• W3159622574 hasRelatedWork W582439615 @default.
• W3159622574 hasRelatedWork W825053570 @default.
• W3159622574 hasRelatedWork W2603881576 @default.
• W3159622574 hasVolume "708" @default.
• W3159622574 isParatext "false" @default.
• W3159622574 isRetracted "false" @default.
• W3159622574 magId "3159622574" @default.
• W3159622574 workType "article" @default.