FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W122919263> ?p ?o ?g. }

• W122919263 abstract "BONO, G.F.F. Modelos Constitutivos para Analise Tridimensional de Estruturas de Concreto Armado atraves do Metodo dos Elementos Finitos. 2008. Tese (Doutorado em Engenharia) – Programa de Pos-Graduacao em Engenharia Civil, UFRGS, Porto Alegre. In this work, a 3D finite element model for analyses of reinforced concrete structures subjected to monotonic and cyclic loads is presented. The constitutive model proposed for the concrete is an orthotropic model that follows the nonlinear elasticity theory. In this model, the concept of equivalent uniaxial strain is applied for determination of the triaxial behavior of the concrete through three equivalent uniaxial stress-strain curves, which makes it easier to simulate the concrete’s behavior and allows a good approximation with experimental results. The model describes well the response of concrete when subjected to several loading types, being capable of representing crushing and cracking of concrete. The implementation in finite elements is based upon the consideration of smeared cracks with them rotating according to principal stresses’ directions. For simulation of the concrete’s behavior under cyclic loads, the modified Popovics-Saenz curve has been considered, with some changes in the coordinates of the origin and of the peak of this equivalent uniaxial stress-strain curve, when the concrete is subjected to unloading and reloading processes. The behavior of the steel is described by an uniaxial constitutive model. To model this behavior when subjected by monotonic loads, an elastic bilinear stress-strain curve with strain hardening is considered. For simulation of the cyclic response of the steel, a nonlinear constitutive model is used. This model can well represent the cyclic behavior of the steel, simulating its nonlinear response after load reversals. The computational code uses linear and quadratic isoparametric hexahedral finite elements for the concrete. To represent the reinforcing bars, an embedded model is used. Finally, to validate the efficiency of the proposed model, several numerical simulations are carried out in plain and reinforced concrete. The comparisons made with test results show an excellent agreement between the model predictions and experimental data." @default.
• W122919263 created "2016-06-24" @default.
• W122919263 creator A5071041383 @default.
• W122919263 date "2008-01-01" @default.
• W122919263 modified "2023-09-27" @default.
• W122919263 title "Modelos constitutivos para análise tridimensional de estruturas de concreto armado através do método dos elementos finitos" @default.
• W122919263 cites W1517072473 @default.
• W122919263 cites W1528684889 @default.
• W122919263 cites W1560843896 @default.
• W122919263 cites W1563925492 @default.
• W122919263 cites W1565669664 @default.
• W122919263 cites W1573186872 @default.
• W122919263 cites W1590459064 @default.
• W122919263 cites W1600924841 @default.
• W122919263 cites W1859356092 @default.
• W122919263 cites W1947363137 @default.
• W122919263 cites W1976666370 @default.
• W122919263 cites W1981461336 @default.
• W122919263 cites W2012659669 @default.
• W122919263 cites W2021581302 @default.
• W122919263 cites W2030302470 @default.
• W122919263 cites W2044629913 @default.
• W122919263 cites W2063742313 @default.
• W122919263 cites W2075369348 @default.
• W122919263 cites W2082582240 @default.
• W122919263 cites W2109911863 @default.
• W122919263 cites W2115710364 @default.
• W122919263 cites W2131282891 @default.
• W122919263 cites W2141187498 @default.
• W122919263 cites W2149365126 @default.
• W122919263 cites W2151070184 @default.
• W122919263 cites W2156567624 @default.
• W122919263 cites W2167338862 @default.
• W122919263 cites W2232967762 @default.
• W122919263 cites W2246885888 @default.
• W122919263 cites W2261766283 @default.
• W122919263 cites W22623208 @default.
• W122919263 cites W2268858407 @default.
• W122919263 cites W3209678262 @default.
• W122919263 cites W325335874 @default.
• W122919263 cites W613458332 @default.
• W122919263 cites W620644140 @default.
• W122919263 cites W838472674 @default.
• W122919263 cites W84347025 @default.
• W122919263 cites W2233833971 @default.
• W122919263 hasPublicationYear "2008" @default.
• W122919263 type Work @default.
• W122919263 sameAs 122919263 @default.
• W122919263 citedByCount "2" @default.
• W122919263 countsByYear W1229192632012 @default.
• W122919263 crossrefType "journal-article" @default.
• W122919263 hasAuthorship W122919263A5071041383 @default.
• W122919263 hasConcept C121332964 @default.
• W122919263 hasConcept C127413603 @default.
• W122919263 hasConcept C131336679 @default.
• W122919263 hasConcept C134306372 @default.
• W122919263 hasConcept C135628077 @default.
• W122919263 hasConcept C158622935 @default.
• W122919263 hasConcept C192562407 @default.
• W122919263 hasConcept C202973686 @default.
• W122919263 hasConcept C33923547 @default.
• W122919263 hasConcept C62520636 @default.
• W122919263 hasConcept C66938386 @default.
• W122919263 hasConcept C72169020 @default.
• W122919263 hasConceptScore W122919263C121332964 @default.
• W122919263 hasConceptScore W122919263C127413603 @default.
• W122919263 hasConceptScore W122919263C131336679 @default.
• W122919263 hasConceptScore W122919263C134306372 @default.
• W122919263 hasConceptScore W122919263C135628077 @default.
• W122919263 hasConceptScore W122919263C158622935 @default.
• W122919263 hasConceptScore W122919263C192562407 @default.
• W122919263 hasConceptScore W122919263C202973686 @default.
• W122919263 hasConceptScore W122919263C33923547 @default.
• W122919263 hasConceptScore W122919263C62520636 @default.
• W122919263 hasConceptScore W122919263C66938386 @default.
• W122919263 hasConceptScore W122919263C72169020 @default.
• W122919263 hasLocation W1229192631 @default.
• W122919263 hasOpenAccess W122919263 @default.
• W122919263 hasPrimaryLocation W1229192631 @default.
• W122919263 isParatext "false" @default.
• W122919263 isRetracted "false" @default.
• W122919263 magId "122919263" @default.
• W122919263 workType "article" @default.