Matches in SemOpenAlex for { <https://semopenalex.org/work/W4200383165> ?p ?o ?g. }
Showing items 1 to 91 of
91
with 100 items per page.
- W4200383165 endingPage "103458" @default.
- W4200383165 startingPage "103458" @default.
- W4200383165 abstract "As a new kind of building material, ice has been paid more and more attention and applied in cold, polar regions and the outer space. The shear mechanical properties of plain ice and fiber-reinforced ice (FRI) were studied by a modified direct shear test. Five types of FRI containing 0%, 1%, 2%, 4% and 6% fiber content of bleached sulfate softwood pulp (BSSP) fiber were prepared and tested under −20, −15, −10 and − 5 °C. The results showed that the brittle failure of plain ice was in contrast to the ductility of FRI. With the decrease of temperature, the shear strength and peak deformation increased. The shear strength and deformation of ice at −20 °C were 2–2.5 times and 1.1–1.4 times higher than those at −5 °C. The study also showed that with the increasing fiber content, the shear strength and peak deformation increased. The shear strength and peak deformation of FRI with 6% fiber content were 3.8–5.9 times and 2–3times higher than those of plain ice. Equations predicting the shear strength and peak deformation of ice considering the temperature and fiber content were proposed, and the relationship between shear strength and compressive strength was investigated. Through the analysis of shear ductility coefficient, the increase of fiber content and decrease of temperature greatly improved the energy absorption capacity and subsequent bearing capacity of ice in the shear process. A shear constitutive model was proposed to predict the relationship between shear strength and deformation." @default.
- W4200383165 created "2021-12-31" @default.
- W4200383165 creator A5017256904 @default.
- W4200383165 creator A5061781106 @default.
- W4200383165 date "2022-02-01" @default.
- W4200383165 modified "2023-10-16" @default.
- W4200383165 title "Influence of temperature and fiber content on direct shear properties of plain ice and fiber-reinforced ice" @default.
- W4200383165 cites W184911361 @default.
- W4200383165 cites W1967561678 @default.
- W4200383165 cites W1969692537 @default.
- W4200383165 cites W1979427863 @default.
- W4200383165 cites W1998652030 @default.
- W4200383165 cites W2008196129 @default.
- W4200383165 cites W2011859905 @default.
- W4200383165 cites W2015260611 @default.
- W4200383165 cites W2035222925 @default.
- W4200383165 cites W2039319472 @default.
- W4200383165 cites W2045482361 @default.
- W4200383165 cites W2057957823 @default.
- W4200383165 cites W2076382393 @default.
- W4200383165 cites W2084252999 @default.
- W4200383165 cites W2097867250 @default.
- W4200383165 cites W2102684876 @default.
- W4200383165 cites W2148730962 @default.
- W4200383165 cites W2462050017 @default.
- W4200383165 cites W2580030374 @default.
- W4200383165 cites W2768749088 @default.
- W4200383165 cites W2801278157 @default.
- W4200383165 cites W2888198090 @default.
- W4200383165 cites W2888661457 @default.
- W4200383165 cites W2921031123 @default.
- W4200383165 cites W2942617226 @default.
- W4200383165 cites W2956130598 @default.
- W4200383165 cites W2972707520 @default.
- W4200383165 cites W2980781515 @default.
- W4200383165 cites W3009111608 @default.
- W4200383165 cites W3040749143 @default.
- W4200383165 cites W3041258959 @default.
- W4200383165 cites W3195784711 @default.
- W4200383165 doi "https://doi.org/10.1016/j.coldregions.2021.103458" @default.
- W4200383165 hasPublicationYear "2022" @default.
- W4200383165 type Work @default.
- W4200383165 citedByCount "11" @default.
- W4200383165 countsByYear W42003831652023 @default.
- W4200383165 crossrefType "journal-article" @default.
- W4200383165 hasAuthorship W4200383165A5017256904 @default.
- W4200383165 hasAuthorship W4200383165A5061781106 @default.
- W4200383165 hasConcept C101082671 @default.
- W4200383165 hasConcept C127313418 @default.
- W4200383165 hasConcept C127893833 @default.
- W4200383165 hasConcept C136478896 @default.
- W4200383165 hasConcept C159390177 @default.
- W4200383165 hasConcept C159750122 @default.
- W4200383165 hasConcept C159985019 @default.
- W4200383165 hasConcept C187320778 @default.
- W4200383165 hasConcept C192562407 @default.
- W4200383165 hasConcept C30407753 @default.
- W4200383165 hasConcept C41151612 @default.
- W4200383165 hasConcept C96035792 @default.
- W4200383165 hasConceptScore W4200383165C101082671 @default.
- W4200383165 hasConceptScore W4200383165C127313418 @default.
- W4200383165 hasConceptScore W4200383165C127893833 @default.
- W4200383165 hasConceptScore W4200383165C136478896 @default.
- W4200383165 hasConceptScore W4200383165C159390177 @default.
- W4200383165 hasConceptScore W4200383165C159750122 @default.
- W4200383165 hasConceptScore W4200383165C159985019 @default.
- W4200383165 hasConceptScore W4200383165C187320778 @default.
- W4200383165 hasConceptScore W4200383165C192562407 @default.
- W4200383165 hasConceptScore W4200383165C30407753 @default.
- W4200383165 hasConceptScore W4200383165C41151612 @default.
- W4200383165 hasConceptScore W4200383165C96035792 @default.
- W4200383165 hasFunder F4320321001 @default.
- W4200383165 hasLocation W42003831651 @default.
- W4200383165 hasOpenAccess W4200383165 @default.
- W4200383165 hasPrimaryLocation W42003831651 @default.
- W4200383165 hasRelatedWork W1512319868 @default.
- W4200383165 hasRelatedWork W1993131568 @default.
- W4200383165 hasRelatedWork W2045956452 @default.
- W4200383165 hasRelatedWork W2090267564 @default.
- W4200383165 hasRelatedWork W2354033932 @default.
- W4200383165 hasRelatedWork W4205142652 @default.
- W4200383165 hasRelatedWork W4237334264 @default.
- W4200383165 hasRelatedWork W4324009291 @default.
- W4200383165 hasRelatedWork W594381793 @default.
- W4200383165 hasRelatedWork W181217101 @default.
- W4200383165 hasVolume "194" @default.
- W4200383165 isParatext "false" @default.
- W4200383165 isRetracted "false" @default.
- W4200383165 workType "article" @default.