Matches in SemOpenAlex for { <https://semopenalex.org/work/W2033856128> ?p ?o ?g. }
Showing items 1 to 67 of
67
with 100 items per page.
- W2033856128 endingPage "324" @default.
- W2033856128 startingPage "315" @default.
- W2033856128 abstract "Für Brückenbauwerke im Bestand mit Fahrbahnplatten ohne Querkraftbewehrung lässt sich nach derzeit gültigen technischen Regeln oft keine ausreichende Querkrafttragfähigkeit nachweisen. Der aktuelle Ansatz zur Berechnung der Querkrafttragfähigkeit ohne Querkraftbewehrung wurde allerdings hauptsächlich aus Querkraftversuchen an einfeldrigen, gelenkig gelagerten Balken abgeleitet. Da bisher nur wenige Versuche zur Querkrafttragfähigkeit von Kragplatten unter konzentrierten Lasten vorliegen, wurde im Rahmen eines von der Bundesanstalt für Straßenwesen (BASt) geförderten Forschungsvorhabens deren Querkrafttragverhalten genauer analysiert. Neben der mitwirkenden Breite für Querkraft standen das Momenten-Querkraft-Verhältnis und der Einfluss einer geneigten Biegedruckzone im Vordergrund der experimentellen Untersuchungen. Experimental investigations on the shear-bearing behaviour of bridge deck cantilever slabs under wheel loads The calculated shear capacity according to current design rules of a large number of existing concrete bridge deck slabs without shear reinforcement is not sufficient. However, the present design rules for the shear capacity of members without shear reinforcement were principally developed based on shear tests on simply supported single span beams. Since until now, only few tests on the shear capacity of cantilever slabs under concentrated loads have been conducted, the shear-bearing behaviour of cantilever slabs has been analysed within a research programme funded by the Federal Highway Research Institute of Germany (BASt). Besides the effective width for shear, the moment-shear relation and the influence of an inclined compression zone were experimentally investigated." @default.
- W2033856128 created "2016-06-24" @default.
- W2033856128 creator A5017019883 @default.
- W2033856128 creator A5035411800 @default.
- W2033856128 date "2013-05-01" @default.
- W2033856128 modified "2023-09-25" @default.
- W2033856128 title "Experimentelle Untersuchungen zum Querkrafttragverhalten von auskragenden Fahrbahnplatten unter Radlasten" @default.
- W2033856128 cites W1974135853 @default.
- W2033856128 cites W2084656217 @default.
- W2033856128 cites W2085042702 @default.
- W2033856128 cites W2118108651 @default.
- W2033856128 doi "https://doi.org/10.1002/best.201200072" @default.
- W2033856128 hasPublicationYear "2013" @default.
- W2033856128 type Work @default.
- W2033856128 sameAs 2033856128 @default.
- W2033856128 citedByCount "21" @default.
- W2033856128 countsByYear W20338561282013 @default.
- W2033856128 countsByYear W20338561282015 @default.
- W2033856128 countsByYear W20338561282016 @default.
- W2033856128 countsByYear W20338561282017 @default.
- W2033856128 countsByYear W20338561282019 @default.
- W2033856128 countsByYear W20338561282020 @default.
- W2033856128 countsByYear W20338561282021 @default.
- W2033856128 countsByYear W20338561282022 @default.
- W2033856128 countsByYear W20338561282023 @default.
- W2033856128 crossrefType "journal-article" @default.
- W2033856128 hasAuthorship W2033856128A5017019883 @default.
- W2033856128 hasAuthorship W2033856128A5035411800 @default.
- W2033856128 hasConcept C127413603 @default.
- W2033856128 hasConcept C135677250 @default.
- W2033856128 hasConcept C141354745 @default.
- W2033856128 hasConcept C159985019 @default.
- W2033856128 hasConcept C192562407 @default.
- W2033856128 hasConcept C2778966251 @default.
- W2033856128 hasConcept C2992260121 @default.
- W2033856128 hasConcept C66938386 @default.
- W2033856128 hasConcept C96035792 @default.
- W2033856128 hasConceptScore W2033856128C127413603 @default.
- W2033856128 hasConceptScore W2033856128C135677250 @default.
- W2033856128 hasConceptScore W2033856128C141354745 @default.
- W2033856128 hasConceptScore W2033856128C159985019 @default.
- W2033856128 hasConceptScore W2033856128C192562407 @default.
- W2033856128 hasConceptScore W2033856128C2778966251 @default.
- W2033856128 hasConceptScore W2033856128C2992260121 @default.
- W2033856128 hasConceptScore W2033856128C66938386 @default.
- W2033856128 hasConceptScore W2033856128C96035792 @default.
- W2033856128 hasIssue "5" @default.
- W2033856128 hasLocation W20338561281 @default.
- W2033856128 hasOpenAccess W2033856128 @default.
- W2033856128 hasPrimaryLocation W20338561281 @default.
- W2033856128 hasRelatedWork W1977346346 @default.
- W2033856128 hasRelatedWork W1994643091 @default.
- W2033856128 hasRelatedWork W2067906682 @default.
- W2033856128 hasRelatedWork W2074577735 @default.
- W2033856128 hasRelatedWork W2101471205 @default.
- W2033856128 hasRelatedWork W2348025107 @default.
- W2033856128 hasRelatedWork W2350113088 @default.
- W2033856128 hasRelatedWork W2766581529 @default.
- W2033856128 hasRelatedWork W3194315932 @default.
- W2033856128 hasRelatedWork W4221056294 @default.
- W2033856128 hasVolume "108" @default.
- W2033856128 isParatext "false" @default.
- W2033856128 isRetracted "false" @default.
- W2033856128 magId "2033856128" @default.
- W2033856128 workType "article" @default.