FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2801291495> ?p ?o ?g. }

• W2801291495 endingPage "8" @default.
• W2801291495 startingPage "1" @default.
• W2801291495 abstract "The shear behavior of concrete blocks reinforced by fully grouted bolts with different diameters was studied in this paper. More than 90 intact cubic samples (100 mm × 100 mm × 100 mm) with bolts ranging from 2 mm to 5 mm in diameter were tested at a constant stain rate of 0.5 mm/min. An oblique shear apparatus, which could simultaneously apply shear and normal force on tested samples at three slope angles (53°, 58°, and 63°) of a predetermined shear plane, was employed. The results indicate that the bolt has no evident influence on the shear behavior of intact concrete blocks at the prepeak shear strength stage. The bolt could significantly reduce the shear strength drop in the peak shear strength of the concrete block and contribute to reserving the residual shear strength of concrete blocks, especially at steep slope angles of the shear failure plane. The shear resistance provided by the bolt to the concrete block at the residual shear slip stage has a positive relationship with the diameter. The bolt with a larger diameter inflected in the vicinity of the shear failure plane of concrete block at the postpeak shear strength stage; additional normal force and direct shear resistance could still be persistently provided. Two empirical equations of the apparent cohesion and apparent internal angle of the bolted concrete block were obtained by linear regression considering r b , which is the ratio of the cross-sectional area of the bolt to that of the bolted concrete block." @default.
• W2801291495 created "2018-05-17" @default.
• W2801291495 creator A5009111025 @default.
• W2801291495 creator A5068473447 @default.
• W2801291495 creator A5083549438 @default.
• W2801291495 creator A5085668042 @default.
• W2801291495 creator A5086823632 @default.
• W2801291495 date "2018-01-01" @default.
• W2801291495 modified "2023-10-17" @default.
• W2801291495 title "Experimental Study on the Shear Behavior of Bolted Concrete Blocks with Oblique Shear Test" @default.
• W2801291495 cites W1992758209 @default.
• W2801291495 cites W2015268591 @default.
• W2801291495 cites W2018019260 @default.
• W2801291495 cites W2033780360 @default.
• W2801291495 cites W2055994788 @default.
• W2801291495 cites W2056576828 @default.
• W2801291495 cites W2066967352 @default.
• W2801291495 cites W2071788053 @default.
• W2801291495 cites W2087002785 @default.
• W2801291495 cites W2112064745 @default.
• W2801291495 cites W2521927099 @default.
• W2801291495 cites W2531543640 @default.
• W2801291495 cites W2742192722 @default.
• W2801291495 cites W4237322713 @default.
• W2801291495 doi "https://doi.org/10.1155/2018/7281218" @default.
• W2801291495 hasPublicationYear "2018" @default.
• W2801291495 type Work @default.
• W2801291495 sameAs 2801291495 @default.
• W2801291495 citedByCount "7" @default.
• W2801291495 countsByYear W28012914952019 @default.
• W2801291495 countsByYear W28012914952020 @default.
• W2801291495 countsByYear W28012914952021 @default.
• W2801291495 countsByYear W28012914952022 @default.
• W2801291495 countsByYear W28012914952023 @default.
• W2801291495 crossrefType "journal-article" @default.
• W2801291495 hasAuthorship W2801291495A5009111025 @default.
• W2801291495 hasAuthorship W2801291495A5068473447 @default.
• W2801291495 hasAuthorship W2801291495A5083549438 @default.
• W2801291495 hasAuthorship W2801291495A5085668042 @default.
• W2801291495 hasAuthorship W2801291495A5086823632 @default.
• W2801291495 hasBestOaLocation W28012914951 @default.
• W2801291495 hasConcept C104054115 @default.
• W2801291495 hasConcept C11413529 @default.
• W2801291495 hasConcept C127172972 @default.
• W2801291495 hasConcept C127313418 @default.
• W2801291495 hasConcept C127413603 @default.
• W2801291495 hasConcept C138885662 @default.
• W2801291495 hasConcept C155512373 @default.
• W2801291495 hasConcept C159985019 @default.
• W2801291495 hasConcept C160697094 @default.
• W2801291495 hasConcept C165682214 @default.
• W2801291495 hasConcept C178790620 @default.
• W2801291495 hasConcept C185592680 @default.
• W2801291495 hasConcept C187320778 @default.
• W2801291495 hasConcept C192562407 @default.
• W2801291495 hasConcept C20965850 @default.
• W2801291495 hasConcept C33923547 @default.
• W2801291495 hasConcept C41151612 @default.
• W2801291495 hasConcept C41895202 @default.
• W2801291495 hasConcept C66938386 @default.
• W2801291495 hasConcept C96035792 @default.
• W2801291495 hasConceptScore W2801291495C104054115 @default.
• W2801291495 hasConceptScore W2801291495C11413529 @default.
• W2801291495 hasConceptScore W2801291495C127172972 @default.
• W2801291495 hasConceptScore W2801291495C127313418 @default.
• W2801291495 hasConceptScore W2801291495C127413603 @default.
• W2801291495 hasConceptScore W2801291495C138885662 @default.
• W2801291495 hasConceptScore W2801291495C155512373 @default.
• W2801291495 hasConceptScore W2801291495C159985019 @default.
• W2801291495 hasConceptScore W2801291495C160697094 @default.
• W2801291495 hasConceptScore W2801291495C165682214 @default.
• W2801291495 hasConceptScore W2801291495C178790620 @default.
• W2801291495 hasConceptScore W2801291495C185592680 @default.
• W2801291495 hasConceptScore W2801291495C187320778 @default.
• W2801291495 hasConceptScore W2801291495C192562407 @default.
• W2801291495 hasConceptScore W2801291495C20965850 @default.
• W2801291495 hasConceptScore W2801291495C33923547 @default.
• W2801291495 hasConceptScore W2801291495C41151612 @default.
• W2801291495 hasConceptScore W2801291495C41895202 @default.
• W2801291495 hasConceptScore W2801291495C66938386 @default.
• W2801291495 hasConceptScore W2801291495C96035792 @default.
• W2801291495 hasFunder F4320321001 @default.
• W2801291495 hasLocation W28012914951 @default.
• W2801291495 hasLocation W28012914952 @default.
• W2801291495 hasOpenAccess W2801291495 @default.
• W2801291495 hasPrimaryLocation W28012914951 @default.
• W2801291495 hasRelatedWork W1987498119 @default.
• W2801291495 hasRelatedWork W2083080136 @default.
• W2801291495 hasRelatedWork W2143293784 @default.
• W2801291495 hasRelatedWork W2170450462 @default.
• W2801291495 hasRelatedWork W2313424007 @default.
• W2801291495 hasRelatedWork W2367918724 @default.
• W2801291495 hasRelatedWork W2619658472 @default.
• W2801291495 hasRelatedWork W3173265566 @default.
• W2801291495 hasRelatedWork W356313544 @default.
• W2801291495 hasRelatedWork W4200337287 @default.
• W2801291495 hasVolume "2018" @default.
• W2801291495 isParatext "false" @default.

• next