| dc.contributor.author | Jankovski, Valentin | |
| dc.contributor.author | Skaržauskas, Valentinas | |
| dc.date.accessioned | 2023-09-18T18:24:53Z | |
| dc.date.available | 2023-09-18T18:24:53Z | |
| dc.date.issued | 2010 | |
| dc.identifier.other | (BIS)VGT02-000021704 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/127485 | |
| dc.description.abstract | A circular reinforced concrete plate on deformable foundation is investigated in this paper. A foundation is composed of three layers of soil which are defined as isotropically nonlinear materials with variable physical properties. The reinforced plate is treated as an elastic body. Dissymmetrical half-circular loading of linearly variable pressure is subjected on the plate. Generally the unified system “structure-foundation” is the contact analysis problem, which is modeled by ANSYS software. The plastic shear deformations are evaluated in solving of contact problem by the finite element method. Comparable analysis with treatment of physically linear system “structure-foundation” is performed. After linear analysis the comparison shows, that rigidity of the foundation generates bigger extreme stresses in the plate in context of the Huber-Mises criterion. However in nonlinear analysis, intensity of stresses is naturally decreasing when more flexible model of the foundation is used. | eng |
| dc.format.extent | p. 910-917 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | eng | |
| dc.title | The physically nonlinear contact analysis of circular plate on deformable foundation by ANSYS software | |
| dc.type | Straipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication | |
| dcterms.references | 36 | |
| dc.type.pubtype | P1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings | |
| dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
| dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
| dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
| dc.subject.en | Circular plate | |
| dc.subject.en | Deformable foundation | |
| dc.subject.en | Contact problem | |
| dc.subject.en | Physical nonlinearity | |
| dc.subject.en | Finite element method | |
| dc.subject.en | ANSYS | |
| dc.subject.en | Plastic strains of soil | |
| dc.subject.en | Three dimensional model | |
| dcterms.sourcetitle | 10th International Conference Modern Building Materials, Structures and Techniques: selected papers, Vol. 2. May 19-21, 2010 | |
| dc.publisher.name | Technika | |
| dc.publisher.city | Vilnius | |
| dc.identifier.elaba | 3920347 | |
