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. | Abdrahmanov I.S. – candidate of technical sciences, associate professor Tel.: (843) 510-47-15 Kazan State University of Architecture and Engineering (KSUAE) |
| Title of the article | ENDURANCE OF TIMBER-CONCRETE FLEXURAL MEMBERS DISCOUNTING THE JOINT COMPLIANCE |
| Abstract. | During the building reconstruction it was established that ribbons had kept the carrying capacity. On their basis the timber-concrete structures were constructed, according to International Charter of landmark identity, but calculations were made by concrete structure design method. Solution: By experimental and theoretical approaches to work out the methods of calculation of strength, of low-cycle fatigue of the timber-concrete flexural members under real conditions of their straining. The calculation model was developed on the basis of analytic diagram of concrete and timber straining according to nonlinear properties of materials. There were used the prerequisites typical to diagram of «б - е» materials, transformed for consideration of cyclic loading influence. The calculation model was built without regard to layer interconnection flexibility. The inner forces according to voltage бв, бs and б were determined. |
| Keywords. | Low-cycle fatigue, timber-concrete structures, calculation model, nonlinear properties of materials, cyclic loads. |
| For citations: | Abdrahmanov I.S. ENDURANCE OF TIMBER-CONCRETE FLEXURAL MEMBERS DISCOUNTING THE JOINT COMPLIANCE // Izvestiya KGASU. 2008. №2(10) P.37-40. |
