Matches in SemOpenAlex for { <https://semopenalex.org/work/W2783102122> ?p ?o ?g. }
- W2783102122 endingPage "19" @default.
- W2783102122 startingPage "10" @default.
- W2783102122 abstract "The purpose of the present study is to put forward an innovative method to improve dynamic response behaviors of protective concrete arches subjected to blast load. To achieve this goal eight arches were made, of which six were strengthened with carbon fiber reinforced polymers (CFRPs) on the intrados. Field explosion experiments were designed and carried out to reveal the strengthening effects of different CFRP strengthening schemes. The dynamic structural responses of the tested arches were recorded through linear variable differential transformers (LVDTs) and pressure sensors. The results of the experiments, such as the distribution of concrete cracks and the debonding length of the CFRP strips, indicate that CFRPs are effective in reducing concrete cracking and spalling of the protective arches, and that the fully-bonding method is significantly more effective than the partially-bonding method. Meanwhile, when the scaled standoff distance decreases, the strengthened arches experience failures ranging from ductile cracking to dynamic spalling. Simplified analysis models are proposed to estimate the equivalent static load and to reveal the protective mechanism of the CFRP strengthening. The research confirms that by using the CFRP bonding technique, an efficiently protective concrete arch structure with excellent anti-explosion performance could be constructed." @default.
- W2783102122 created "2018-01-26" @default.
- W2783102122 creator A5005821604 @default.
- W2783102122 creator A5023279347 @default.
- W2783102122 creator A5031469893 @default.
- W2783102122 creator A5032701740 @default.
- W2783102122 creator A5046512625 @default.
- W2783102122 creator A5060087396 @default.
- W2783102122 creator A5064574609 @default.
- W2783102122 creator A5077086612 @default.
- W2783102122 date "2018-04-01" @default.
- W2783102122 modified "2023-10-18" @default.
- W2783102122 title "Spalling in concrete arches subjected to shock wave and CFRP strengthening effect" @default.
- W2783102122 cites W1131499920 @default.
- W2783102122 cites W1805498346 @default.
- W2783102122 cites W1966357732 @default.
- W2783102122 cites W1967383566 @default.
- W2783102122 cites W1970066900 @default.
- W2783102122 cites W1977519102 @default.
- W2783102122 cites W1979523372 @default.
- W2783102122 cites W1998429951 @default.
- W2783102122 cites W2010103160 @default.
- W2783102122 cites W2024270643 @default.
- W2783102122 cites W2029524523 @default.
- W2783102122 cites W2047147043 @default.
- W2783102122 cites W2053622643 @default.
- W2783102122 cites W2058990854 @default.
- W2783102122 cites W2060847153 @default.
- W2783102122 cites W2060864901 @default.
- W2783102122 cites W2115308935 @default.
- W2783102122 cites W2146929771 @default.
- W2783102122 cites W2175008767 @default.
- W2783102122 cites W2177790350 @default.
- W2783102122 cites W2179535561 @default.
- W2783102122 cites W2301192133 @default.
- W2783102122 cites W2310560543 @default.
- W2783102122 cites W2415911356 @default.
- W2783102122 cites W2521421947 @default.
- W2783102122 cites W2548727167 @default.
- W2783102122 cites W2556717648 @default.
- W2783102122 cites W2565556650 @default.
- W2783102122 cites W2579977911 @default.
- W2783102122 cites W2605374134 @default.
- W2783102122 cites W2612129388 @default.
- W2783102122 doi "https://doi.org/10.1016/j.tust.2018.01.009" @default.
- W2783102122 hasPublicationYear "2018" @default.
- W2783102122 type Work @default.
- W2783102122 sameAs 2783102122 @default.
- W2783102122 citedByCount "26" @default.
- W2783102122 countsByYear W27831021222019 @default.
- W2783102122 countsByYear W27831021222020 @default.
- W2783102122 countsByYear W27831021222021 @default.
- W2783102122 countsByYear W27831021222022 @default.
- W2783102122 countsByYear W27831021222023 @default.
- W2783102122 crossrefType "journal-article" @default.
- W2783102122 hasAuthorship W2783102122A5005821604 @default.
- W2783102122 hasAuthorship W2783102122A5023279347 @default.
- W2783102122 hasAuthorship W2783102122A5031469893 @default.
- W2783102122 hasAuthorship W2783102122A5032701740 @default.
- W2783102122 hasAuthorship W2783102122A5046512625 @default.
- W2783102122 hasAuthorship W2783102122A5060087396 @default.
- W2783102122 hasAuthorship W2783102122A5064574609 @default.
- W2783102122 hasAuthorship W2783102122A5077086612 @default.
- W2783102122 hasConcept C11312509 @default.
- W2783102122 hasConcept C127413603 @default.
- W2783102122 hasConcept C159985019 @default.
- W2783102122 hasConcept C192562407 @default.
- W2783102122 hasConcept C2777178879 @default.
- W2783102122 hasConcept C2988805333 @default.
- W2783102122 hasConcept C58396970 @default.
- W2783102122 hasConcept C64355373 @default.
- W2783102122 hasConcept C66938386 @default.
- W2783102122 hasConceptScore W2783102122C11312509 @default.
- W2783102122 hasConceptScore W2783102122C127413603 @default.
- W2783102122 hasConceptScore W2783102122C159985019 @default.
- W2783102122 hasConceptScore W2783102122C192562407 @default.
- W2783102122 hasConceptScore W2783102122C2777178879 @default.
- W2783102122 hasConceptScore W2783102122C2988805333 @default.
- W2783102122 hasConceptScore W2783102122C58396970 @default.
- W2783102122 hasConceptScore W2783102122C64355373 @default.
- W2783102122 hasConceptScore W2783102122C66938386 @default.
- W2783102122 hasFunder F4320321001 @default.
- W2783102122 hasLocation W27831021221 @default.
- W2783102122 hasOpenAccess W2783102122 @default.
- W2783102122 hasPrimaryLocation W27831021221 @default.
- W2783102122 hasRelatedWork W1966357732 @default.
- W2783102122 hasRelatedWork W2010103160 @default.
- W2783102122 hasRelatedWork W2043886955 @default.
- W2783102122 hasRelatedWork W2353189585 @default.
- W2783102122 hasRelatedWork W2783102122 @default.
- W2783102122 hasRelatedWork W3082440218 @default.
- W2783102122 hasRelatedWork W3115576013 @default.
- W2783102122 hasRelatedWork W4294691170 @default.
- W2783102122 hasRelatedWork W4318217668 @default.
- W2783102122 hasRelatedWork W4324342821 @default.
- W2783102122 hasVolume "74" @default.
- W2783102122 isParatext "false" @default.
- W2783102122 isRetracted "false" @default.