FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2088894423> ?p ?o ?g. }

• W2088894423 endingPage "167" @default.
• W2088894423 startingPage "153" @default.
• W2088894423 abstract "Abstract This paper studies the response of pipelines to vibrations induced by the operation of a pavement breaker during the rehabilitation of concrete pavements. An efficient two-and-a-half-dimensional (2.5D) formulation is employed, where the geometry of the structure and the soil is assumed to be invariant in the longitudinal direction, allowing for a Fourier transform of the longitudinal coordinate y along the structure to the wavenumber k y . The dynamic soil–structure interaction problem is solved by means of a 2.5D coupled finite element–boundary element (FE–BE) method using a subdomain formulation. The numerical model is verified by means of results available in the literature for a buried pipeline subjected to incident P- and SV-waves with an arbitrary angle of incidence. The presented methodology is capable to incorporate any type of incident wave field induced by earthquakes, construction activities, traffic, explosions or industrial activities. The risk of damage to a high pressure steel natural gas pipeline and a concrete sewer pipe due to the operation of a pavement breaker is assessed by means of the 2.5D coupled FE–BE methodology. It is observed that the stresses in the steel pipeline due to the operation of the pavement breaker are much lower than those induced by the operating internal pressure. The steel pipeline behaves in the linear elastic range under the combined effect of the loadings, indicating that damage to steel pipelines close to the road due to the operation of a pavement breaker is unlikely. The maximum principal stress in the concrete pipe, on the other hand, remains only slightly lower than the specified tensile strength. The decision to use a pavement breaker should hence be taken with care, as its operation may induce tensile stresses in concrete sewer pipes which are of the same order of magnitude as the tensile strength of the concrete. Assessing the risk of damage by means of vibration guidelines based on the peak particle velocity (PPV) gives, for the particular cases considered, qualitatively similar results." @default.
• W2088894423 created "2016-06-24" @default.
• W2088894423 creator A5008771742 @default.
• W2088894423 creator A5010415505 @default.
• W2088894423 creator A5013036413 @default.
• W2088894423 creator A5016006463 @default.
• W2088894423 creator A5042909824 @default.
• W2088894423 creator A5085975723 @default.
• W2088894423 date "2013-01-01" @default.
• W2088894423 modified "2023-09-29" @default.
• W2088894423 title "Numerical evaluation of the dynamic response of pipelines to vibrations induced by the operation of a pavement breaker" @default.
• W2088894423 cites W1491085163 @default.
• W2088894423 cites W1511416742 @default.
• W2088894423 cites W1965002191 @default.
• W2088894423 cites W1981077234 @default.
• W2088894423 cites W1982115588 @default.
• W2088894423 cites W1989056711 @default.
• W2088894423 cites W2001300940 @default.
• W2088894423 cites W2018419001 @default.
• W2088894423 cites W2022421074 @default.
• W2088894423 cites W2023850449 @default.
• W2088894423 cites W2026800337 @default.
• W2088894423 cites W2027381400 @default.
• W2088894423 cites W2030493241 @default.
• W2088894423 cites W2033768621 @default.
• W2088894423 cites W2038529946 @default.
• W2088894423 cites W2054660144 @default.
• W2088894423 cites W2058973724 @default.
• W2088894423 cites W2069401559 @default.
• W2088894423 cites W2079995930 @default.
• W2088894423 cites W2081170006 @default.
• W2088894423 cites W2082933544 @default.
• W2088894423 cites W2089761590 @default.
• W2088894423 cites W2093750511 @default.
• W2088894423 cites W2094678204 @default.
• W2088894423 cites W2094811366 @default.
• W2088894423 cites W2115415737 @default.
• W2088894423 cites W2138554832 @default.
• W2088894423 cites W2157665687 @default.
• W2088894423 cites W2285903079 @default.
• W2088894423 cites W2463002925 @default.
• W2088894423 doi "https://doi.org/10.1016/j.soildyn.2012.09.012" @default.
• W2088894423 hasPublicationYear "2013" @default.
• W2088894423 type Work @default.
• W2088894423 sameAs 2088894423 @default.
• W2088894423 citedByCount "9" @default.
• W2088894423 countsByYear W20888944232014 @default.
• W2088894423 countsByYear W20888944232015 @default.
• W2088894423 countsByYear W20888944232017 @default.
• W2088894423 countsByYear W20888944232022 @default.
• W2088894423 countsByYear W20888944232023 @default.
• W2088894423 crossrefType "journal-article" @default.
• W2088894423 hasAuthorship W2088894423A5008771742 @default.
• W2088894423 hasAuthorship W2088894423A5010415505 @default.
• W2088894423 hasAuthorship W2088894423A5013036413 @default.
• W2088894423 hasAuthorship W2088894423A5016006463 @default.
• W2088894423 hasAuthorship W2088894423A5042909824 @default.
• W2088894423 hasAuthorship W2088894423A5085975723 @default.
• W2088894423 hasBestOaLocation W20888944232 @default.
• W2088894423 hasConcept C121332964 @default.
• W2088894423 hasConcept C127313418 @default.
• W2088894423 hasConcept C127413603 @default.
• W2088894423 hasConcept C175309249 @default.
• W2088894423 hasConcept C187320778 @default.
• W2088894423 hasConcept C198394728 @default.
• W2088894423 hasConcept C24890656 @default.
• W2088894423 hasConcept C2776353801 @default.
• W2088894423 hasConcept C61352017 @default.
• W2088894423 hasConcept C66938386 @default.
• W2088894423 hasConcept C77595967 @default.
• W2088894423 hasConcept C78519656 @default.
• W2088894423 hasConceptScore W2088894423C121332964 @default.
• W2088894423 hasConceptScore W2088894423C127313418 @default.
• W2088894423 hasConceptScore W2088894423C127413603 @default.
• W2088894423 hasConceptScore W2088894423C175309249 @default.
• W2088894423 hasConceptScore W2088894423C187320778 @default.
• W2088894423 hasConceptScore W2088894423C198394728 @default.
• W2088894423 hasConceptScore W2088894423C24890656 @default.
• W2088894423 hasConceptScore W2088894423C2776353801 @default.
• W2088894423 hasConceptScore W2088894423C61352017 @default.
• W2088894423 hasConceptScore W2088894423C66938386 @default.
• W2088894423 hasConceptScore W2088894423C77595967 @default.
• W2088894423 hasConceptScore W2088894423C78519656 @default.
• W2088894423 hasLocation W20888944231 @default.
• W2088894423 hasLocation W20888944232 @default.
• W2088894423 hasOpenAccess W2088894423 @default.
• W2088894423 hasPrimaryLocation W20888944231 @default.
• W2088894423 hasRelatedWork W1906743446 @default.
• W2088894423 hasRelatedWork W1965588829 @default.
• W2088894423 hasRelatedWork W1974324492 @default.
• W2088894423 hasRelatedWork W2053618284 @default.
• W2088894423 hasRelatedWork W2366546202 @default.
• W2088894423 hasRelatedWork W2369912904 @default.
• W2088894423 hasRelatedWork W2375810461 @default.
• W2088894423 hasRelatedWork W2387439815 @default.
• W2088894423 hasRelatedWork W2389042014 @default.
• W2088894423 hasRelatedWork W2172431428 @default.
• W2088894423 hasVolume "44" @default.

• next