A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Finite Element Modeling of Complexly Stressed Reinforced Concrete Structures
https://orcid.org/http://orcid.org/0000-0002-4613-0631
https://orcid.org/http://orcid.org/0000-0001-6772-3359
https://orcid.org/http://orcid.org/0000-0001-8235-2314
Paper presents application of the nonlinear finite element model Cyclic Softened Membrane Model (CSSM) to analyze the plane-stressed reinforced concrete elements, such as shear walls, partitions, lintels, wall panels, deep beams, and others. This constitutive model developed at the University of Houston and implemented in the software complex OpenSees (Open System for Earthquake Engineering Simulation) was successfully used in our previous analyses of shear critical zones of the experimental thin-webbed reinforced concrete beams with varied types of reinfocemenr (bars, mesh) and basic characteristics of material and shear span. The following results have been acquired: the appropriate choice of mesh size for finite elements results in best proximity of strength and deformation analysis of the reference and the experimental data for deep beams as well as composite constructions and strengthened and plane stressed elements that vary in sizes, types of reinforcement and load schemes. Here are given results of the calculation model practical usage that were obtained on the basis of the experimental researches published earlier.
Finite Element Modeling of Complexly Stressed Reinforced Concrete Structures
https://orcid.org/http://orcid.org/0000-0002-4613-0631
https://orcid.org/http://orcid.org/0000-0001-6772-3359
https://orcid.org/http://orcid.org/0000-0001-8235-2314
Paper presents application of the nonlinear finite element model Cyclic Softened Membrane Model (CSSM) to analyze the plane-stressed reinforced concrete elements, such as shear walls, partitions, lintels, wall panels, deep beams, and others. This constitutive model developed at the University of Houston and implemented in the software complex OpenSees (Open System for Earthquake Engineering Simulation) was successfully used in our previous analyses of shear critical zones of the experimental thin-webbed reinforced concrete beams with varied types of reinfocemenr (bars, mesh) and basic characteristics of material and shear span. The following results have been acquired: the appropriate choice of mesh size for finite elements results in best proximity of strength and deformation analysis of the reference and the experimental data for deep beams as well as composite constructions and strengthened and plane stressed elements that vary in sizes, types of reinforcement and load schemes. Here are given results of the calculation model practical usage that were obtained on the basis of the experimental researches published earlier.
Finite Element Modeling of Complexly Stressed Reinforced Concrete Structures
https://orcid.org/http://orcid.org/0000-0002-4613-0631
https://orcid.org/http://orcid.org/0000-0001-6772-3359
https://orcid.org/http://orcid.org/0000-0001-8235-2314
Paper presents application of the nonlinear finite element model Cyclic Softened Membrane Model (CSSM) to analyze the plane-stressed reinforced concrete elements, such as shear walls, partitions, lintels, wall panels, deep beams, and others. This constitutive model developed at the University of Houston and implemented in the software complex OpenSees (Open System for Earthquake Engineering Simulation) was successfully used in our previous analyses of shear critical zones of the experimental thin-webbed reinforced concrete beams with varied types of reinfocemenr (bars, mesh) and basic characteristics of material and shear span. The following results have been acquired: the appropriate choice of mesh size for finite elements results in best proximity of strength and deformation analysis of the reference and the experimental data for deep beams as well as composite constructions and strengthened and plane stressed elements that vary in sizes, types of reinforcement and load schemes. Here are given results of the calculation model practical usage that were obtained on the basis of the experimental researches published earlier.
Finite Element Modeling of Complexly Stressed Reinforced Concrete Structures
Lecture Notes in Civil Engineering
Vatin, Nikolai (editor) / Roshchina, Svetlana (editor) / Serdjuks, Dmitrijs (editor) / Pochinok, V. P. (author) / Greshkina, E. V. (author) / Tamov, M. M. (author)
2022-01-30
11 pages
Article/Chapter (Book)
Electronic Resource
English
Thermoelastoplastic deformation of complexly reinforced shells
| British Library Online Contents | 2006
Determination of Adhesive Strength of Coatings in a Complexly Stressed State
| British Library Online Contents | 1993
Thermoelastoplastic deformation of complexly reinforced shells
| Tema Archive | 2006
Thermoelastoplastic Bending of Complexly Reinforced Plates
| British Library Online Contents | 2005