FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4293078484> ?p ?o ?g. }

• W4293078484 endingPage "13" @default.
• W4293078484 startingPage "1" @default.
• W4293078484 abstract "In this paper, the pullout factor and failure mode of circular anchor plate at an inclined angle with the horizontal ground under the normal stress are studied with the method of the upper bound finite element limit analysis. The effects of soil cohesion, internal friction angle, anchor plate inclination angle, and embedded ratio on the pullout factor are investigated to reveal the evolution of fracture surface of the soil around anchor plate under limit state. It is noted that the analysis of variance is adopted to process a series of data related to pullout capacity for obtaining the expression of the anchor plate’s pullout factor. The results show that the internal friction angle is the key factor determining the pullout characteristics of the anchor plate. Particularly, the effect of the inclination angle on pullout capacity is highly correlated to the internal friction angle. For <math xmlns=http://www.w3.org/1998/Math/MathML id=M1> <mi>φ</mi> <mo>=</mo> <msup> <mrow> <mn>0</mn> </mrow> <mrow> <mo>°</mo> </mrow> </msup> </math> , failure zone around anchor plate is presented as localization plastic zone and pullout capacity is linearly related to soil cohesion. The effect of inclination angle on pullout resistance is less significant. For <math xmlns=http://www.w3.org/1998/Math/MathML id=M2> <mi>φ</mi> <mo>≠</mo> <msup> <mrow> <mn>0</mn> </mrow> <mrow> <mo>°</mo> </mrow> </msup> </math> , the failure mode around the anchor plate is developing into full failure zone extending from both sides of anchor plate to ground. It is clearly noted that angle between the failure surface and horizontal line is greatly affected by the inclination of the anchor plate. Moreover, the effect of the inclination angle on pullout factor increases with increasing internal friction angle, which should be considered in the evaluation of the pullout bearing characteristics of the inclined circular anchor plate." @default.
• W4293078484 created "2022-08-26" @default.
• W4293078484 creator A5029287198 @default.
• W4293078484 creator A5034269796 @default.
• W4293078484 creator A5044633888 @default.
• W4293078484 creator A5057125348 @default.
• W4293078484 creator A5060917706 @default.
• W4293078484 date "2022-06-08" @default.
• W4293078484 modified "2023-09-30" @default.
• W4293078484 title "Upper Bound Finite Element Limit Analysis of Pullout Characteristics of Normal-Stressed Circular Anchor Plate" @default.
• W4293078484 cites W1967283709 @default.
• W4293078484 cites W1968909219 @default.
• W4293078484 cites W1976443822 @default.
• W4293078484 cites W1999068207 @default.
• W4293078484 cites W2021766754 @default.
• W4293078484 cites W2024208491 @default.
• W4293078484 cites W2024942929 @default.
• W4293078484 cites W2030947971 @default.
• W4293078484 cites W2049432696 @default.
• W4293078484 cites W2054756058 @default.
• W4293078484 cites W2056071839 @default.
• W4293078484 cites W2060312202 @default.
• W4293078484 cites W2060457513 @default.
• W4293078484 cites W2104326872 @default.
• W4293078484 cites W2109678872 @default.
• W4293078484 cites W2120624381 @default.
• W4293078484 cites W2146071094 @default.
• W4293078484 cites W2155252564 @default.
• W4293078484 cites W2167828206 @default.
• W4293078484 cites W2230960090 @default.
• W4293078484 cites W2399692644 @default.
• W4293078484 cites W2411316925 @default.
• W4293078484 cites W2648287117 @default.
• W4293078484 cites W2788256404 @default.
• W4293078484 cites W2800190941 @default.
• W4293078484 cites W2869661973 @default.
• W4293078484 cites W2883643199 @default.
• W4293078484 cites W2899283349 @default.
• W4293078484 cites W2902458621 @default.
• W4293078484 cites W2932843250 @default.
• W4293078484 cites W2956097160 @default.
• W4293078484 cites W2971844428 @default.
• W4293078484 cites W3123675530 @default.
• W4293078484 cites W3172057498 @default.
• W4293078484 cites W3191177821 @default.
• W4293078484 cites W4200368617 @default.
• W4293078484 cites W4256326233 @default.
• W4293078484 doi "https://doi.org/10.1155/2022/5720228" @default.
• W4293078484 hasPublicationYear "2022" @default.
• W4293078484 type Work @default.
• W4293078484 citedByCount "1" @default.
• W4293078484 countsByYear W42930784842023 @default.
• W4293078484 crossrefType "journal-article" @default.
• W4293078484 hasAuthorship W4293078484A5029287198 @default.
• W4293078484 hasAuthorship W4293078484A5034269796 @default.
• W4293078484 hasAuthorship W4293078484A5044633888 @default.
• W4293078484 hasAuthorship W4293078484A5057125348 @default.
• W4293078484 hasAuthorship W4293078484A5060917706 @default.
• W4293078484 hasBestOaLocation W42930784841 @default.
• W4293078484 hasConcept C104054115 @default.
• W4293078484 hasConcept C121332964 @default.
• W4293078484 hasConcept C127313418 @default.
• W4293078484 hasConcept C127413603 @default.
• W4293078484 hasConcept C134306372 @default.
• W4293078484 hasConcept C135628077 @default.
• W4293078484 hasConcept C151201525 @default.
• W4293078484 hasConcept C159985019 @default.
• W4293078484 hasConcept C187320778 @default.
• W4293078484 hasConcept C192562407 @default.
• W4293078484 hasConcept C2524010 @default.
• W4293078484 hasConcept C2779100365 @default.
• W4293078484 hasConcept C2984925000 @default.
• W4293078484 hasConcept C2985158122 @default.
• W4293078484 hasConcept C2992277244 @default.
• W4293078484 hasConcept C29951281 @default.
• W4293078484 hasConcept C33923547 @default.
• W4293078484 hasConcept C60365795 @default.
• W4293078484 hasConcept C62520636 @default.
• W4293078484 hasConcept C66283442 @default.
• W4293078484 hasConcept C66938386 @default.
• W4293078484 hasConcept C77553402 @default.
• W4293078484 hasConcept C8058405 @default.
• W4293078484 hasConceptScore W4293078484C104054115 @default.
• W4293078484 hasConceptScore W4293078484C121332964 @default.
• W4293078484 hasConceptScore W4293078484C127313418 @default.
• W4293078484 hasConceptScore W4293078484C127413603 @default.
• W4293078484 hasConceptScore W4293078484C134306372 @default.
• W4293078484 hasConceptScore W4293078484C135628077 @default.
• W4293078484 hasConceptScore W4293078484C151201525 @default.
• W4293078484 hasConceptScore W4293078484C159985019 @default.
• W4293078484 hasConceptScore W4293078484C187320778 @default.
• W4293078484 hasConceptScore W4293078484C192562407 @default.
• W4293078484 hasConceptScore W4293078484C2524010 @default.
• W4293078484 hasConceptScore W4293078484C2779100365 @default.
• W4293078484 hasConceptScore W4293078484C2984925000 @default.
• W4293078484 hasConceptScore W4293078484C2985158122 @default.
• W4293078484 hasConceptScore W4293078484C2992277244 @default.
• W4293078484 hasConceptScore W4293078484C29951281 @default.

• next