FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4200317944> ?p ?o ?g. }

• W4200317944 abstract "To investigate the fracture property of the rock–concrete interface after sustained loading, creep tests were conducted on composite rock–concrete beams with two mechanical grooving interfaces, 4×4 and 7×7 interfaces, under two sustained load levels, 50% and 75% of the maximum load. After 90-day sustained loading, the creep specimens were unloaded and reloaded to failure in the subsequent three-point bending tests. The viscoelastic characteristic of the rock–concrete interface was numerically simulated by employing the Bailey–Norton creep law to describe the constitutive relationships of bilateral materials. Based on the numerical results, the elastic and creep strain energies within the whole specimen and the core region near the crack tip were calculated during the loading process. The results indicated that during the creep tests, the local elastic strain energy decreased due to the stress relaxation near the crack tip, and the local creep strain energy increased due to the accumulated creep strain. It was found that, at crack initiation status, the average elastic strain energy density in the core region after sustained loading was identical to that under static loading, which indicates that the elastic energy in the core region dominated the fracture behavior. Then, an energy-based fracture criterion was proposed to judge the crack initiation of the rock–concrete interface considering viscoelastic characteristics. It was found that the average elastic strain energy density of the rock–concrete interface was not affected by the viscoelasticity, which can be regarded as a material parameter." @default.
• W4200317944 created "2021-12-31" @default.
• W4200317944 creator A5005206746 @default.
• W4200317944 creator A5037698367 @default.
• W4200317944 creator A5060716417 @default.
• W4200317944 creator A5088915847 @default.
• W4200317944 date "2022-02-01" @default.
• W4200317944 modified "2023-10-16" @default.
• W4200317944 title "Energy-Based Fracture Criterion of Rock–Concrete Interface Considering Viscoelastic Characteristics" @default.
• W4200317944 cites W1973860972 @default.
• W4200317944 cites W1993515878 @default.
• W4200317944 cites W1999677044 @default.
• W4200317944 cites W2004098178 @default.
• W4200317944 cites W2005621973 @default.
• W4200317944 cites W2007915271 @default.
• W4200317944 cites W2008530374 @default.
• W4200317944 cites W2025418888 @default.
• W4200317944 cites W2039313815 @default.
• W4200317944 cites W2043341836 @default.
• W4200317944 cites W2085603995 @default.
• W4200317944 cites W2085708965 @default.
• W4200317944 cites W2086006797 @default.
• W4200317944 cites W2110652746 @default.
• W4200317944 cites W2124232275 @default.
• W4200317944 cites W2140191633 @default.
• W4200317944 cites W2149601907 @default.
• W4200317944 cites W2156828044 @default.
• W4200317944 cites W2165609411 @default.
• W4200317944 cites W2285239412 @default.
• W4200317944 cites W2311559333 @default.
• W4200317944 cites W2551474405 @default.
• W4200317944 cites W260434821 @default.
• W4200317944 cites W2608386841 @default.
• W4200317944 cites W2799337498 @default.
• W4200317944 cites W2974320428 @default.
• W4200317944 cites W2976493841 @default.
• W4200317944 cites W307718881 @default.
• W4200317944 cites W4239555509 @default.
• W4200317944 cites W4242722365 @default.
• W4200317944 doi "https://doi.org/10.1061/(asce)em.1943-7889.0002079" @default.
• W4200317944 hasPublicationYear "2022" @default.
• W4200317944 type Work @default.
• W4200317944 citedByCount "4" @default.
• W4200317944 countsByYear W42003179442023 @default.
• W4200317944 crossrefType "journal-article" @default.
• W4200317944 hasAuthorship W4200317944A5005206746 @default.
• W4200317944 hasAuthorship W4200317944A5037698367 @default.
• W4200317944 hasAuthorship W4200317944A5060716417 @default.
• W4200317944 hasAuthorship W4200317944A5088915847 @default.
• W4200317944 hasConcept C121332964 @default.
• W4200317944 hasConcept C127313418 @default.
• W4200317944 hasConcept C127413603 @default.
• W4200317944 hasConcept C135628077 @default.
• W4200317944 hasConcept C138885662 @default.
• W4200317944 hasConcept C14041564 @default.
• W4200317944 hasConcept C149912024 @default.
• W4200317944 hasConcept C159985019 @default.
• W4200317944 hasConcept C186541917 @default.
• W4200317944 hasConcept C187320778 @default.
• W4200317944 hasConcept C192562407 @default.
• W4200317944 hasConcept C199201527 @default.
• W4200317944 hasConcept C20192703 @default.
• W4200317944 hasConcept C202974441 @default.
• W4200317944 hasConcept C21036866 @default.
• W4200317944 hasConcept C41895202 @default.
• W4200317944 hasConcept C43369102 @default.
• W4200317944 hasConcept C59085676 @default.
• W4200317944 hasConcept C66938386 @default.
• W4200317944 hasConcept C97355855 @default.
• W4200317944 hasConceptScore W4200317944C121332964 @default.
• W4200317944 hasConceptScore W4200317944C127313418 @default.
• W4200317944 hasConceptScore W4200317944C127413603 @default.
• W4200317944 hasConceptScore W4200317944C135628077 @default.
• W4200317944 hasConceptScore W4200317944C138885662 @default.
• W4200317944 hasConceptScore W4200317944C14041564 @default.
• W4200317944 hasConceptScore W4200317944C149912024 @default.
• W4200317944 hasConceptScore W4200317944C159985019 @default.
• W4200317944 hasConceptScore W4200317944C186541917 @default.
• W4200317944 hasConceptScore W4200317944C187320778 @default.
• W4200317944 hasConceptScore W4200317944C192562407 @default.
• W4200317944 hasConceptScore W4200317944C199201527 @default.
• W4200317944 hasConceptScore W4200317944C20192703 @default.
• W4200317944 hasConceptScore W4200317944C202974441 @default.
• W4200317944 hasConceptScore W4200317944C21036866 @default.
• W4200317944 hasConceptScore W4200317944C41895202 @default.
• W4200317944 hasConceptScore W4200317944C43369102 @default.
• W4200317944 hasConceptScore W4200317944C59085676 @default.
• W4200317944 hasConceptScore W4200317944C66938386 @default.
• W4200317944 hasConceptScore W4200317944C97355855 @default.
• W4200317944 hasIssue "2" @default.
• W4200317944 hasLocation W42003179441 @default.
• W4200317944 hasOpenAccess W4200317944 @default.
• W4200317944 hasPrimaryLocation W42003179441 @default.
• W4200317944 hasRelatedWork W2045017135 @default.
• W4200317944 hasRelatedWork W2049688075 @default.
• W4200317944 hasRelatedWork W2068781220 @default.
• W4200317944 hasRelatedWork W2086743940 @default.
• W4200317944 hasRelatedWork W2267880181 @default.
• W4200317944 hasRelatedWork W2374856175 @default.
• W4200317944 hasRelatedWork W2416339195 @default.

• next