FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3111839646> ?p ?o ?g. }

• W3111839646 endingPage "107459" @default.
• W3111839646 startingPage "107459" @default.
• W3111839646 abstract "The combined finite-discrete element method (FDEM) has been widely used in numerical studies in the fields of rock mechanics and geotechnical engineering. The normal contact stiffness between triangular elements is an important influencing parameter, but there is currently no effective method of measuring it. First, an equation for normal contact stiffness is proposed (Pb = αPf, where Pb is the basic stiffness, α is the coefficient, and Pf is the joint penalty; the specific stiffness of each contact couple is determined by Pb and the geometric sizes of the triangular elements together); then, the compression-shear failure of a single joint element is used to study the value range and robustness of α; finally, uniaxial compression and tunnel excavation simulations are used to study the influence of different α values on rock crack propagation. The study results show that (1) an α value of 0.1448 is optimal and robust for a single joint element simulation and is therefore suitable for all simulation conditions; in other words, the value of α should not be too low to avoid decreasing the rock mass stiffness of existing natural fractures and deviating from the actual situation; in addition, the value of α should also not be too large to avoid the development of additional cracks, especially for hard rock simulation, in which the value of α is more sensitive; and (2) the crack topologies of the surrounding rock obtained by tunnel excavation simulation with a large α value deviate from the actual rock core (i.e., when α = 0.1448, the simulation results coincide well with the actual fractures). Through this study, the reliability of FDEM numerical simulation results is improved." @default.
• W3111839646 created "2020-12-21" @default.
• W3111839646 creator A5002836569 @default.
• W3111839646 creator A5023480218 @default.
• W3111839646 creator A5062540975 @default.
• W3111839646 creator A5064692524 @default.
• W3111839646 creator A5071032422 @default.
• W3111839646 creator A5079793550 @default.
• W3111839646 date "2021-02-01" @default.
• W3111839646 modified "2023-10-13" @default.
• W3111839646 title "Acquisition of normal contact stiffness and its influence on rock crack propagation for the combined finite-discrete element method (FDEM)" @default.
• W3111839646 cites W1736188735 @default.
• W3111839646 cites W1976420562 @default.
• W3111839646 cites W1982833447 @default.
• W3111839646 cites W1989535614 @default.
• W3111839646 cites W1991462375 @default.
• W3111839646 cites W1997826752 @default.
• W3111839646 cites W1999046219 @default.
• W3111839646 cites W2004030340 @default.
• W3111839646 cites W2018317748 @default.
• W3111839646 cites W2023076377 @default.
• W3111839646 cites W2027483056 @default.
• W3111839646 cites W2032076740 @default.
• W3111839646 cites W2060207455 @default.
• W3111839646 cites W2065699753 @default.
• W3111839646 cites W2074899401 @default.
• W3111839646 cites W2075218807 @default.
• W3111839646 cites W2082392251 @default.
• W3111839646 cites W2084255574 @default.
• W3111839646 cites W2123740616 @default.
• W3111839646 cites W2293188676 @default.
• W3111839646 cites W2437948546 @default.
• W3111839646 cites W2511005182 @default.
• W3111839646 cites W2556424948 @default.
• W3111839646 cites W2801009924 @default.
• W3111839646 cites W2887762785 @default.
• W3111839646 cites W2912505719 @default.
• W3111839646 cites W2973163226 @default.
• W3111839646 doi "https://doi.org/10.1016/j.engfracmech.2020.107459" @default.
• W3111839646 hasPublicationYear "2021" @default.
• W3111839646 type Work @default.
• W3111839646 sameAs 3111839646 @default.
• W3111839646 citedByCount "24" @default.
• W3111839646 countsByYear W31118396462021 @default.
• W3111839646 countsByYear W31118396462022 @default.
• W3111839646 countsByYear W31118396462023 @default.
• W3111839646 crossrefType "journal-article" @default.
• W3111839646 hasAuthorship W3111839646A5002836569 @default.
• W3111839646 hasAuthorship W3111839646A5023480218 @default.
• W3111839646 hasAuthorship W3111839646A5062540975 @default.
• W3111839646 hasAuthorship W3111839646A5064692524 @default.
• W3111839646 hasAuthorship W3111839646A5071032422 @default.
• W3111839646 hasAuthorship W3111839646A5079793550 @default.
• W3111839646 hasConcept C121332964 @default.
• W3111839646 hasConcept C127313418 @default.
• W3111839646 hasConcept C127413603 @default.
• W3111839646 hasConcept C135628077 @default.
• W3111839646 hasConcept C171872576 @default.
• W3111839646 hasConcept C18555067 @default.
• W3111839646 hasConcept C187320778 @default.
• W3111839646 hasConcept C2779372316 @default.
• W3111839646 hasConcept C31858485 @default.
• W3111839646 hasConcept C41242791 @default.
• W3111839646 hasConcept C500300565 @default.
• W3111839646 hasConcept C57879066 @default.
• W3111839646 hasConcept C5900021 @default.
• W3111839646 hasConcept C66938386 @default.
• W3111839646 hasConcept C96035792 @default.
• W3111839646 hasConcept C97842125 @default.
• W3111839646 hasConceptScore W3111839646C121332964 @default.
• W3111839646 hasConceptScore W3111839646C127313418 @default.
• W3111839646 hasConceptScore W3111839646C127413603 @default.
• W3111839646 hasConceptScore W3111839646C135628077 @default.
• W3111839646 hasConceptScore W3111839646C171872576 @default.
• W3111839646 hasConceptScore W3111839646C18555067 @default.
• W3111839646 hasConceptScore W3111839646C187320778 @default.
• W3111839646 hasConceptScore W3111839646C2779372316 @default.
• W3111839646 hasConceptScore W3111839646C31858485 @default.
• W3111839646 hasConceptScore W3111839646C41242791 @default.
• W3111839646 hasConceptScore W3111839646C500300565 @default.
• W3111839646 hasConceptScore W3111839646C57879066 @default.
• W3111839646 hasConceptScore W3111839646C5900021 @default.
• W3111839646 hasConceptScore W3111839646C66938386 @default.
• W3111839646 hasConceptScore W3111839646C96035792 @default.
• W3111839646 hasConceptScore W3111839646C97842125 @default.
• W3111839646 hasFunder F4320321001 @default.
• W3111839646 hasLocation W31118396461 @default.
• W3111839646 hasOpenAccess W3111839646 @default.
• W3111839646 hasPrimaryLocation W31118396461 @default.
• W3111839646 hasRelatedWork W2372725383 @default.
• W3111839646 hasRelatedWork W2374731912 @default.
• W3111839646 hasRelatedWork W2376930112 @default.
• W3111839646 hasRelatedWork W2390338149 @default.
• W3111839646 hasRelatedWork W2393472633 @default.
• W3111839646 hasRelatedWork W3156025720 @default.
• W3111839646 hasRelatedWork W4304185329 @default.
• W3111839646 hasRelatedWork W603749272 @default.
• W3111839646 hasRelatedWork W64735588 @default.

• next