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2 Zeszyty Naukowe Politechniki Rzeszowskiej. Budownictwo i Inżynieria Środowiska

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Naturnih eksperimental'nih doslihdzhennja stalevikh ferm dlja promislovikh budihvel'

Klimenko F. J., Cimbrovs'kijj O. D., Barabash V. M.

Zeszyty Naukowe Politechniki Rzeszowskiej. Budownictwo i Inżynieria Środowiska

2004

z. 37[211], cz.1

173-178

Mshhnihst' ta deformashhjjnihst' trisharovikh zalihzobetonnikh balkovikh konstrukcihjj ihz zovnihshnihm listovim armuvannjam

Barabash V. M., Shmig R.

Zeszyty Naukowe Politechniki Rzeszowskiej. Budownictwo i Inżynieria Środowiska

2000

z. 32[180], cz.1

25-32

The thesis comprising the experimental theoretical investigations of new common and preliminary tensed complex concrete reinforced constructions. The basis of the suggested solution is the panel construction which is composed of the reinforced pressed up layer and the stretched lower layer reinforced with the external band skeleton frame construction, the space between which is filled with the light heat isolation keramzite-concrete. It was estimated that the great importance for the proper work with the bend three-layer steel concrete constructions is the connection between the layers of different concrete, the presence of space frame systems on the supporting and the bend anchors in their flight of cutting. The suggested mathematic model according to the method of final elements defines the tense-deformed state of the complex concrete reinforced constructions regarding the real programs of materials deformation at all loading stages.