FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2523970918> ?p ?o ?g. }

• W2523970918 endingPage "113" @default.
• W2523970918 startingPage "103" @default.
• W2523970918 abstract "Mesostructure models of three-phase fully-graded concrete are generated.A convex extension method is described to construct crushed coarse aggregates.An occupation and removal method is proposed to improve the efficiency of packings.A mesoscopic FEM is adopted to the flexural failure process of fully-graded concrete.The numerical results show a good in agreement with the experimental data. The realization of approximate practical aggregate models is a crucial link to the mesoscopic mechanical analysis for fully-graded concrete. This study systematically presents the establishment of mesostructure models of three-phase fully-graded concrete composed of anisotropic high-contented aggregates, cement paste, and interfaces bonding between them. A convex extension method is demonstrated in details to construct convex polygons and polyhedrons represented as crushed coarse aggregates in two- and three-dimensional spaces. The Walraven formula combined with the definition of an equivalent diameter is adopted to ensure the equivalence between the gradation and content of circle and spherical aggregates and that of the actual anisotropic geometric aggregates. We also propose a so-called occupation and removal method (ORM) to improve the efficiency of generating mesostructure models with a high aggregate content. Combining the ORM, the inter-particle overlap detection, and the random sequential packing scheme, random aggregate models (RAMs) of polygonal and polyhedral particles are realized to characterize the mesostructure models of concrete. Moreover, by the present RAMs applied, we implement a mesoscopic finite element simulation to investigate the flexural failure process of fully-graded concrete. The numerical results for dynamical flexural strength and dynamic increasing factors show a good in agreement with the experimental data reported in the literature. The proposed RAMs can simulate and explain qualitatively the effects of the mesoscopic structural properties on the macroscopic dynamic characteristics of fully-graded concrete." @default.
• W2523970918 created "2016-10-07" @default.
• W2523970918 creator A5005895959 @default.
• W2523970918 creator A5051482134 @default.
• W2523970918 creator A5075988593 @default.
• W2523970918 date "2016-12-01" @default.
• W2523970918 modified "2023-10-12" @default.
• W2523970918 title "Random aggregate model for mesoscopic structures and mechanical analysis of fully-graded concrete" @default.
• W2523970918 cites W1528268134 @default.
• W2523970918 cites W1976433758 @default.
• W2523970918 cites W1983469948 @default.
• W2523970918 cites W1991472621 @default.
• W2523970918 cites W1998967476 @default.
• W2523970918 cites W2001309965 @default.
• W2523970918 cites W2001379894 @default.
• W2523970918 cites W2008922327 @default.
• W2523970918 cites W2020431949 @default.
• W2523970918 cites W2022460568 @default.
• W2523970918 cites W2034773552 @default.
• W2523970918 cites W2038878155 @default.
• W2523970918 cites W2041110465 @default.
• W2523970918 cites W2045972470 @default.
• W2523970918 cites W2046671719 @default.
• W2523970918 cites W2058168552 @default.
• W2523970918 cites W2061043867 @default.
• W2523970918 cites W2065006343 @default.
• W2523970918 cites W2068228228 @default.
• W2523970918 cites W2077520165 @default.
• W2523970918 cites W2079145612 @default.
• W2523970918 cites W2087490900 @default.
• W2523970918 cites W2088338643 @default.
• W2523970918 cites W2091481485 @default.
• W2523970918 cites W2111330883 @default.
• W2523970918 cites W2113771012 @default.
• W2523970918 cites W2138604464 @default.
• W2523970918 cites W2234232311 @default.
• W2523970918 cites W2313798817 @default.
• W2523970918 cites W2321484585 @default.
• W2523970918 cites W2401428740 @default.
• W2523970918 cites W2462849974 @default.
• W2523970918 cites W3022421179 @default.
• W2523970918 cites W34321498 @default.
• W2523970918 doi "https://doi.org/10.1016/j.compstruc.2016.09.005" @default.
• W2523970918 hasPublicationYear "2016" @default.
• W2523970918 type Work @default.
• W2523970918 sameAs 2523970918 @default.
• W2523970918 citedByCount "142" @default.
• W2523970918 countsByYear W25239709182017 @default.
• W2523970918 countsByYear W25239709182018 @default.
• W2523970918 countsByYear W25239709182019 @default.
• W2523970918 countsByYear W25239709182020 @default.
• W2523970918 countsByYear W25239709182021 @default.
• W2523970918 countsByYear W25239709182022 @default.
• W2523970918 countsByYear W25239709182023 @default.
• W2523970918 crossrefType "journal-article" @default.
• W2523970918 hasAuthorship W2523970918A5005895959 @default.
• W2523970918 hasAuthorship W2523970918A5051482134 @default.
• W2523970918 hasAuthorship W2523970918A5075988593 @default.
• W2523970918 hasConcept C121332964 @default.
• W2523970918 hasConcept C127413603 @default.
• W2523970918 hasConcept C159985019 @default.
• W2523970918 hasConcept C177731217 @default.
• W2523970918 hasConcept C187320778 @default.
• W2523970918 hasConcept C192562407 @default.
• W2523970918 hasConcept C33923547 @default.
• W2523970918 hasConcept C4679612 @default.
• W2523970918 hasConcept C62520636 @default.
• W2523970918 hasConcept C66938386 @default.
• W2523970918 hasConceptScore W2523970918C121332964 @default.
• W2523970918 hasConceptScore W2523970918C127413603 @default.
• W2523970918 hasConceptScore W2523970918C159985019 @default.
• W2523970918 hasConceptScore W2523970918C177731217 @default.
• W2523970918 hasConceptScore W2523970918C187320778 @default.
• W2523970918 hasConceptScore W2523970918C192562407 @default.
• W2523970918 hasConceptScore W2523970918C33923547 @default.
• W2523970918 hasConceptScore W2523970918C4679612 @default.
• W2523970918 hasConceptScore W2523970918C62520636 @default.
• W2523970918 hasConceptScore W2523970918C66938386 @default.
• W2523970918 hasFunder F4320321001 @default.
• W2523970918 hasLocation W25239709181 @default.
• W2523970918 hasOpenAccess W2523970918 @default.
• W2523970918 hasPrimaryLocation W25239709181 @default.
• W2523970918 hasRelatedWork W1994103032 @default.
• W2523970918 hasRelatedWork W2014315543 @default.
• W2523970918 hasRelatedWork W2051270029 @default.
• W2523970918 hasRelatedWork W2082293200 @default.
• W2523970918 hasRelatedWork W2137307547 @default.
• W2523970918 hasRelatedWork W2380293314 @default.
• W2523970918 hasRelatedWork W2899084033 @default.
• W2523970918 hasRelatedWork W2943188944 @default.
• W2523970918 hasRelatedWork W4285802202 @default.
• W2523970918 hasRelatedWork W4317433637 @default.
• W2523970918 hasVolume "177" @default.
• W2523970918 isParatext "false" @default.
• W2523970918 isRetracted "false" @default.
• W2523970918 magId "2523970918" @default.
• W2523970918 workType "article" @default.