Matches in SemOpenAlex for { <https://semopenalex.org/work/W3107911166> ?p ?o ?g. }
Showing items 1 to 78 of
78
with 100 items per page.
- W3107911166 abstract "The work is devoted to the numerical-analytical solution of the contact problem when reinforcing the floor slab with beams using the mathematical apparatus of generalized functions. Such tasks arise during the reconstruction of existing buildings, when reinforcement of floor slabs is required to increase their bearing capacity under load. The contact of a slab with reinforcing beams is considered for various types of one-sided local restrictions on its deflections. To solve the structurally nonlinear problem of contact interaction between the slab and the reinforcement beams, a stepwise loading method is used in combination with the method of variational approximations. At each loading step, to ensure the convergence of the desired function of the plate deflections from the action of local contact forces of the beams resistance, the procedure of the method of variational approximations is used. Based on the use of the mathematical apparatus of generalized functions and the use of the method of variational approximations with the help of a stepwise algorithm, numerical-analytical solutions for the problem of contact interaction of an elastic plate with reinforcement beams are obtained. Two types of elastic one-way connections were considered: discrete supports and support along rectilinear segments. Due to the rational choice of approximating functions that describe with a high degree of accuracy the irregular parameters of the considered constructive-nonlinear system while keeping a small number of members of the series, a higher calculation accuracy is achieved in comparison with computational complexes that implement numerical methods of strength calculation of the indicated building structures." @default.
- W3107911166 created "2020-12-07" @default.
- W3107911166 creator A5042226823 @default.
- W3107911166 creator A5051471065 @default.
- W3107911166 date "2020-11-27" @default.
- W3107911166 modified "2023-09-27" @default.
- W3107911166 title "Solving the problem of unilateral contact of the slab with the strengthening beams by the method of variational approximations" @default.
- W3107911166 cites W4236567486 @default.
- W3107911166 doi "https://doi.org/10.1088/1757-899x/953/1/012089" @default.
- W3107911166 hasPublicationYear "2020" @default.
- W3107911166 type Work @default.
- W3107911166 sameAs 3107911166 @default.
- W3107911166 citedByCount "0" @default.
- W3107911166 crossrefType "journal-article" @default.
- W3107911166 hasAuthorship W3107911166A5042226823 @default.
- W3107911166 hasAuthorship W3107911166A5051471065 @default.
- W3107911166 hasBestOaLocation W31079111661 @default.
- W3107911166 hasConcept C111919701 @default.
- W3107911166 hasConcept C113740112 @default.
- W3107911166 hasConcept C121332964 @default.
- W3107911166 hasConcept C126255220 @default.
- W3107911166 hasConcept C127413603 @default.
- W3107911166 hasConcept C134306372 @default.
- W3107911166 hasConcept C135628077 @default.
- W3107911166 hasConcept C142311740 @default.
- W3107911166 hasConcept C158622935 @default.
- W3107911166 hasConcept C162324750 @default.
- W3107911166 hasConcept C24326235 @default.
- W3107911166 hasConcept C2777229905 @default.
- W3107911166 hasConcept C2777303404 @default.
- W3107911166 hasConcept C2778701210 @default.
- W3107911166 hasConcept C28826006 @default.
- W3107911166 hasConcept C33923547 @default.
- W3107911166 hasConcept C41008148 @default.
- W3107911166 hasConcept C50522688 @default.
- W3107911166 hasConcept C62520636 @default.
- W3107911166 hasConcept C66938386 @default.
- W3107911166 hasConcept C67203356 @default.
- W3107911166 hasConcept C98045186 @default.
- W3107911166 hasConceptScore W3107911166C111919701 @default.
- W3107911166 hasConceptScore W3107911166C113740112 @default.
- W3107911166 hasConceptScore W3107911166C121332964 @default.
- W3107911166 hasConceptScore W3107911166C126255220 @default.
- W3107911166 hasConceptScore W3107911166C127413603 @default.
- W3107911166 hasConceptScore W3107911166C134306372 @default.
- W3107911166 hasConceptScore W3107911166C135628077 @default.
- W3107911166 hasConceptScore W3107911166C142311740 @default.
- W3107911166 hasConceptScore W3107911166C158622935 @default.
- W3107911166 hasConceptScore W3107911166C162324750 @default.
- W3107911166 hasConceptScore W3107911166C24326235 @default.
- W3107911166 hasConceptScore W3107911166C2777229905 @default.
- W3107911166 hasConceptScore W3107911166C2777303404 @default.
- W3107911166 hasConceptScore W3107911166C2778701210 @default.
- W3107911166 hasConceptScore W3107911166C28826006 @default.
- W3107911166 hasConceptScore W3107911166C33923547 @default.
- W3107911166 hasConceptScore W3107911166C41008148 @default.
- W3107911166 hasConceptScore W3107911166C50522688 @default.
- W3107911166 hasConceptScore W3107911166C62520636 @default.
- W3107911166 hasConceptScore W3107911166C66938386 @default.
- W3107911166 hasConceptScore W3107911166C67203356 @default.
- W3107911166 hasConceptScore W3107911166C98045186 @default.
- W3107911166 hasLocation W31079111661 @default.
- W3107911166 hasOpenAccess W3107911166 @default.
- W3107911166 hasPrimaryLocation W31079111661 @default.
- W3107911166 hasRelatedWork W18407952 @default.
- W3107911166 hasRelatedWork W20539477 @default.
- W3107911166 hasRelatedWork W21604706 @default.
- W3107911166 hasRelatedWork W23409253 @default.
- W3107911166 hasRelatedWork W23916607 @default.
- W3107911166 hasRelatedWork W33145900 @default.
- W3107911166 hasRelatedWork W36278308 @default.
- W3107911166 hasRelatedWork W41820555 @default.
- W3107911166 hasRelatedWork W49468391 @default.
- W3107911166 hasRelatedWork W6693092 @default.
- W3107911166 isParatext "false" @default.
- W3107911166 isRetracted "false" @default.
- W3107911166 magId "3107911166" @default.
- W3107911166 workType "article" @default.