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Issue 13 (2) 2014 pp. 89–98
Ivan Ivanyk, Svitlana Vihot
STRESS-DEFORMATION STATE OF COMPOSITE STEELCONCRETE CONSTRUCTIONS AT RESILIENT AXIS POSITION CHANGE
Keywords: resilient axis, composite constructions, equation of strain continuity
Abstract: Calculation of combined steel-concrete structures shall be conducted in stages. Before monolithic slab concrete gains strength, metal structure is the only structure part that carries loading of its own weight. However, after concrete gains strength, the whole calculated loading is carried by whole reinforced monolithic concrete slab where axis position changes. The article describes main principles of the technique of imaginary hinges installation for the forces calculation in static indefinite continuous structures under conditions of mathematical axis position change in stiffening girder. That enables to simulate the stress-deformation state in the combined structures elements at the initial design stage. This technique is used for the calculation and results analysis for combined structure with composite reinforced concrete top band and steel suspension taking into account of their work stages.
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MLA | Ivanyk, Ivan, and Svitlana Vihot. "STRESS-DEFORMATION STATE OF COMPOSITE STEELCONCRETE CONSTRUCTIONS AT RESILIENT AXIS POSITION CHANGE." Acta Sci.Pol. Architectura 13.2 (2014): 89–98. |
APA | Ivanyk I. and Vihot S. (2014). STRESS-DEFORMATION STATE OF COMPOSITE STEELCONCRETE CONSTRUCTIONS AT RESILIENT AXIS POSITION CHANGE. Acta Sci.Pol. Architectura, 13 (2), 89–98 |
ISO 690 | Ivanyk, Ivan, Vihot, Svitlana. STRESS-DEFORMATION STATE OF COMPOSITE STEELCONCRETE CONSTRUCTIONS AT RESILIENT AXIS POSITION CHANGE. Acta Sci.Pol. Architectura, 2014, 13.2: 89–98. |
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