FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3009888964> ?p ?o ?g. }

• W3009888964 endingPage "1474" @default.
• W3009888964 startingPage "1458" @default.
• W3009888964 abstract "Realistic structural models incorporating the time-dependent effects of concrete are essential in order to make accurate predictions of the time-dependent deflections at any time of the service life. Experimental databases are used to calibrate and validate existing models for creep and shrinkage available in international standards. However, extensive research campaigns on large-scale prestressed beams are scarce. In 1967–1985, a research program comprising a unique set of long-term experimental data on concrete beams was conducted in joint collaboration with four Belgian research institutes to determine the influence of creep and shrinkage on the long-term behavior of reinforced and prestressed concrete members. The main aim of the final part of the research campaign was the determination of the long-term behavior of prestressed and partially prestressed beams subjected to permanent loads, considering the influence of the magnitude of the loads, the degree of prestressing, the shape of the cross-section, the type of prestressing and the stress conditions. This paper reports on the obtained unique set of long-term tests. Additionally, also information related to the creep and shrinkage data of prisms and the results of the static tests in a four-point bending configuration until failure at the age of 28 days and 5 years are presented in this paper. The measurements of the prestressed members are compared with a simplified calculation method based on the direct stiffness method, which accounts for aging, creep, and shrinkage. The proposed simplified calculation model allows fast and accurate predictions of strains, stresses, and deflections as a function of time. The results show that the direct stiffness method in combination with the current models of EN1992-1-1 and fib Model Code 2010 can predict the long-term behavior of concrete beams in good agreement with the available experimental data. The research allows to develop more accurate calculation guidelines with respect to the evolution of deflections, concrete deformations and stresses of prestressed beams as function of the prestress-degree, shape of the cross-section, and the type of prestressing." @default.
• W3009888964 created "2020-03-13" @default.
• W3009888964 creator A5009730676 @default.
• W3009888964 creator A5053870827 @default.
• W3009888964 creator A5054706857 @default.
• W3009888964 creator A5063806056 @default.
• W3009888964 date "2020-03-03" @default.
• W3009888964 modified "2023-10-02" @default.
• W3009888964 title "Influence of long‐term creep on prestressed concrete beams in relation to deformations and structural resistance: Experiments and modeling" @default.
• W3009888964 cites W1494896859 @default.
• W3009888964 cites W1530970875 @default.
• W3009888964 cites W2044986042 @default.
• W3009888964 cites W2074560503 @default.
• W3009888964 cites W2077039222 @default.
• W3009888964 cites W2122113136 @default.
• W3009888964 cites W2152803049 @default.
• W3009888964 cites W2504654528 @default.
• W3009888964 cites W2733614081 @default.
• W3009888964 cites W2736294027 @default.
• W3009888964 cites W2741513249 @default.
• W3009888964 cites W2901156921 @default.
• W3009888964 cites W59159497 @default.
• W3009888964 doi "https://doi.org/10.1002/suco.201900418" @default.
• W3009888964 hasPublicationYear "2020" @default.
• W3009888964 type Work @default.
• W3009888964 sameAs 3009888964 @default.
• W3009888964 citedByCount "4" @default.
• W3009888964 countsByYear W30098889642021 @default.
• W3009888964 countsByYear W30098889642023 @default.
• W3009888964 crossrefType "journal-article" @default.
• W3009888964 hasAuthorship W3009888964A5009730676 @default.
• W3009888964 hasAuthorship W3009888964A5053870827 @default.
• W3009888964 hasAuthorship W3009888964A5054706857 @default.
• W3009888964 hasAuthorship W3009888964A5063806056 @default.
• W3009888964 hasConcept C103208741 @default.
• W3009888964 hasConcept C121332964 @default.
• W3009888964 hasConcept C127413603 @default.
• W3009888964 hasConcept C149912024 @default.
• W3009888964 hasConcept C159985019 @default.
• W3009888964 hasConcept C180145272 @default.
• W3009888964 hasConcept C18555067 @default.
• W3009888964 hasConcept C192562407 @default.
• W3009888964 hasConcept C2779372316 @default.
• W3009888964 hasConcept C2780886216 @default.
• W3009888964 hasConcept C61797465 @default.
• W3009888964 hasConcept C62520636 @default.
• W3009888964 hasConcept C66938386 @default.
• W3009888964 hasConcept C87210426 @default.
• W3009888964 hasConceptScore W3009888964C103208741 @default.
• W3009888964 hasConceptScore W3009888964C121332964 @default.
• W3009888964 hasConceptScore W3009888964C127413603 @default.
• W3009888964 hasConceptScore W3009888964C149912024 @default.
• W3009888964 hasConceptScore W3009888964C159985019 @default.
• W3009888964 hasConceptScore W3009888964C180145272 @default.
• W3009888964 hasConceptScore W3009888964C18555067 @default.
• W3009888964 hasConceptScore W3009888964C192562407 @default.
• W3009888964 hasConceptScore W3009888964C2779372316 @default.
• W3009888964 hasConceptScore W3009888964C2780886216 @default.
• W3009888964 hasConceptScore W3009888964C61797465 @default.
• W3009888964 hasConceptScore W3009888964C62520636 @default.
• W3009888964 hasConceptScore W3009888964C66938386 @default.
• W3009888964 hasConceptScore W3009888964C87210426 @default.
• W3009888964 hasIssue "4" @default.
• W3009888964 hasLocation W30098889641 @default.
• W3009888964 hasOpenAccess W3009888964 @default.
• W3009888964 hasPrimaryLocation W30098889641 @default.
• W3009888964 hasRelatedWork W2028925155 @default.
• W3009888964 hasRelatedWork W2160772213 @default.
• W3009888964 hasRelatedWork W2364755673 @default.
• W3009888964 hasRelatedWork W2368199164 @default.
• W3009888964 hasRelatedWork W2382229109 @default.
• W3009888964 hasRelatedWork W2393280046 @default.
• W3009888964 hasRelatedWork W2751156843 @default.
• W3009888964 hasRelatedWork W2901156921 @default.
• W3009888964 hasRelatedWork W4241381966 @default.
• W3009888964 hasRelatedWork W4312258904 @default.
• W3009888964 hasVolume "21" @default.
• W3009888964 isParatext "false" @default.
• W3009888964 isRetracted "false" @default.
• W3009888964 magId "3009888964" @default.
• W3009888964 workType "article" @default.