Matches in SemOpenAlex for { <https://semopenalex.org/work/W619014682> ?p ?o ?g. }
Showing items 1 to 88 of
88
with 100 items per page.
- W619014682 abstract "This paper presents a new method for predicting the load which will cause a ductile reinforced concrete slab to collapse in flexure. The method is less conservative than elastic techniques, easier to use than nonlinear finite element analysis, and applicable to more general slab geometries than any plastic technique in common use. It allows engineers to verify the load-carrying capacity of existing concrete bridges and other structures, thus reducing the unnecessary strengthening or replacement of bridges currently deemed as inadequate using more conservative analysis methods. The method is based on the lower bound theory of plasticity and uses equilibrium finite elements and optimisation by conic programming. Extensions to previous researchers work include the ability to calculate a rigorous lower bound to the collapse load and to predict the critical collapse mechanism. The results can be checked by hand using yield line analysis to produce a complementary upper bound and hence fully bound the ideal plastic collapse load. The technique is applied to existing concrete slabs and is shown to produce results which are consistent with or improve upon previous analyses and experiments. (a) For the covering entry of this conference, please see IRRD abstract no. E218160." @default.
- W619014682 created "2016-06-24" @default.
- W619014682 creator A5033669138 @default.
- W619014682 creator A5035148559 @default.
- W619014682 date "2009-05-29" @default.
- W619014682 modified "2023-09-27" @default.
- W619014682 title "Predicting the flexural collapse load of concrete slab bridges" @default.
- W619014682 cites W1980450998 @default.
- W619014682 cites W2037732229 @default.
- W619014682 cites W2061743391 @default.
- W619014682 cites W2075506432 @default.
- W619014682 cites W2167478220 @default.
- W619014682 cites W2173394542 @default.
- W619014682 cites W582385567 @default.
- W619014682 hasPublicationYear "2009" @default.
- W619014682 type Work @default.
- W619014682 sameAs 619014682 @default.
- W619014682 citedByCount "0" @default.
- W619014682 crossrefType "journal-article" @default.
- W619014682 hasAuthorship W619014682A5033669138 @default.
- W619014682 hasAuthorship W619014682A5035148559 @default.
- W619014682 hasConcept C113740112 @default.
- W619014682 hasConcept C121332964 @default.
- W619014682 hasConcept C127413603 @default.
- W619014682 hasConcept C134121241 @default.
- W619014682 hasConcept C134306372 @default.
- W619014682 hasConcept C135628077 @default.
- W619014682 hasConcept C158622935 @default.
- W619014682 hasConcept C178405089 @default.
- W619014682 hasConcept C18762648 @default.
- W619014682 hasConcept C191897082 @default.
- W619014682 hasConcept C192562407 @default.
- W619014682 hasConcept C2779100365 @default.
- W619014682 hasConcept C2780185282 @default.
- W619014682 hasConcept C2988805333 @default.
- W619014682 hasConcept C33923547 @default.
- W619014682 hasConcept C41008148 @default.
- W619014682 hasConcept C62520636 @default.
- W619014682 hasConcept C66938386 @default.
- W619014682 hasConcept C77553402 @default.
- W619014682 hasConcept C78519656 @default.
- W619014682 hasConceptScore W619014682C113740112 @default.
- W619014682 hasConceptScore W619014682C121332964 @default.
- W619014682 hasConceptScore W619014682C127413603 @default.
- W619014682 hasConceptScore W619014682C134121241 @default.
- W619014682 hasConceptScore W619014682C134306372 @default.
- W619014682 hasConceptScore W619014682C135628077 @default.
- W619014682 hasConceptScore W619014682C158622935 @default.
- W619014682 hasConceptScore W619014682C178405089 @default.
- W619014682 hasConceptScore W619014682C18762648 @default.
- W619014682 hasConceptScore W619014682C191897082 @default.
- W619014682 hasConceptScore W619014682C192562407 @default.
- W619014682 hasConceptScore W619014682C2779100365 @default.
- W619014682 hasConceptScore W619014682C2780185282 @default.
- W619014682 hasConceptScore W619014682C2988805333 @default.
- W619014682 hasConceptScore W619014682C33923547 @default.
- W619014682 hasConceptScore W619014682C41008148 @default.
- W619014682 hasConceptScore W619014682C62520636 @default.
- W619014682 hasConceptScore W619014682C66938386 @default.
- W619014682 hasConceptScore W619014682C77553402 @default.
- W619014682 hasConceptScore W619014682C78519656 @default.
- W619014682 hasLocation W6190146821 @default.
- W619014682 hasOpenAccess W619014682 @default.
- W619014682 hasPrimaryLocation W6190146821 @default.
- W619014682 hasRelatedWork W178830322 @default.
- W619014682 hasRelatedWork W196799371 @default.
- W619014682 hasRelatedWork W1982955071 @default.
- W619014682 hasRelatedWork W2012475991 @default.
- W619014682 hasRelatedWork W2017957044 @default.
- W619014682 hasRelatedWork W2051844774 @default.
- W619014682 hasRelatedWork W2137814111 @default.
- W619014682 hasRelatedWork W2149776802 @default.
- W619014682 hasRelatedWork W2200225857 @default.
- W619014682 hasRelatedWork W2221390743 @default.
- W619014682 hasRelatedWork W2465294652 @default.
- W619014682 hasRelatedWork W2729355700 @default.
- W619014682 hasRelatedWork W3182257359 @default.
- W619014682 hasRelatedWork W574553697 @default.
- W619014682 hasRelatedWork W580165784 @default.
- W619014682 hasRelatedWork W581467104 @default.
- W619014682 hasRelatedWork W615667414 @default.
- W619014682 hasRelatedWork W626825317 @default.
- W619014682 hasRelatedWork W630386347 @default.
- W619014682 hasRelatedWork W650017422 @default.
- W619014682 isParatext "false" @default.
- W619014682 isRetracted "false" @default.
- W619014682 magId "619014682" @default.
- W619014682 workType "article" @default.