About the authors
| First name, Middle name, Last name, Scientific degree, Scientific rank, Current position. Full and brief name of the organization, The organization address. | Mirsayapov I.Т. – doctor of technical sciences, professor, head of bases, foundations, dynamics of buildings and engineering geology department Tel.: (843) 510-47-89, e-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Abdrahmanov I.S. – candidate of technical sciences, associate professor Kazan State University of Architecture and Engineering (KSUAE) |
| Title of the article | CONSIDERATION OF TIE SHIFT FLEXIBILITY IN THE CALCULATIONS OF LOW-CYCLE FATIGUE OF NORMAL SECTION OF TIMBER-CONCRETE AXIAL ELEMENTS BENDING |
| Abstract. | Calculation model was developed on the basis of analytic diagram of material straining according to material physical nonlinearity, layer interconnection flexibility, deformability of timber-concrete constructions. There were used prerequisites typical to diagram materials, transformed for cyclic loading influence. Calculation model was created with regard to layer interconnection flexibility. The shear strain value between concrete shelf and timber beam subject to cycling is specified. Shearing force in contact plane is specified by absolutely rigid connection and under condition of compatibility of deformations on contact surface level. |
| Keywords. | Timber-concrete constructions, low-cycle fatigue, calculation model, layer interconnection flexibility, shear strain. |
| For citations: | Mirsayapov I.T., Abdrahmanov I.S. CONSIDERATION OF TIE SHIFT FLEXIBILITY IN THE CALCULATIONS OF LOW-CYCLE FATIGUE OF NORMAL SECTION OF TIMBER-CONCRETE AXIAL ELEMENTS BENDING // Izvestiya KGASU. 2008. №2(10) P.60-62. |
