Inicio  /  Nauka ta Progres Transportu  /  Núm: 39 Par: 0 (2011)  /  Artículo
ARTÍCULO
TITULO

Experimental researches of reinforced concrete beams by class A500C with longitudinal reinforcement and amplified by composite system RUREDIL X MENSH GOLD

I. V. Melnyk    
R. Z. Dobrianskyi    
R. I. Kanafotskyi    
N. B. Davydovskyi    

Resumen

Strengthening of reinforced concrete with longitudinal reinforcement class (A500?) composite beam system Ruredil X Mesh Gold substantially increased their strength, hardness and fracture toughness.

 Artículos similares

       
 
Carlos Restrepo, Oriol Avino, Javier Calvente, Alfonso Romero, Miro Milanovic and Roberto Giral    
In recent years, Proton-Exchange Membrane Fuel Cells (PEMFCs) have been the focus of very intensive researches. Manufacturers of these alternative power sources propose a rejuvenation sequence after the FC has been operating at high power for a certain p... ver más
Revista: Energies

 
I. O. Bondarenko,D. M. Kurgan,O. M. Patlasov,V. Ye. Savluk     Pág. 124 - 128
The tendencies of application of modern digital technique for carrying out the experimental research of the rolling stock effect on the track are shown. The possibility of determination of the elasticity module of the basis under a rail by results of mea... ver más

 
V. N. Goryachkin,A. V. Ivaschenko     Pág. 45 - 49
The conducted researches are related to transfer of diesel engines to biodiesel fuel. The technique and results of an experimental research of thermo-physical and physical-and-chemical properties of biodiesel fuel as well as mixes of biodiesel fuel with ... ver más

 
O. V. Shatunov,M. A. Grichanyj,P. O. Yahoda,V. Yu. Pidlubnyi,O. A. Andreev     Pág. 29 - 31
In the article the results of theoretical and experimental researches of the stressed state of structure of frame and body of tank models 15-440 and 15-1597 are presented.

 
Y. Y. Luchko,P. P. Tsibelenko,M. V. Lembak     Pág. 167 - 172
The conducted experimental researches of «dry» joints with screw-bolt connection have shown that these joints had considerably larger deformations than the joints with the concrete filling. From the viewpoint of greater deformativeness, the «dry» joints ... ver más