Acceso al sitio web del Consejo de Políticas de Infraestructura

   
Inicio  /  Nauka ta Progres Transportu  /  Núm: 3 Par: 0 (2017)  /  Artículo
ARTÍCULO
TITULO

STRESS-STRAIN STATE OF BEAM STAGED CONNECTION POINT OF THE RAILWAY BRIDGE TRACK-WAY

S. V. Kluchnik    

Resumen

No disponible

Palabras claves

PÁGINAS
pp. 160 - 170
MATERIAS
INFRAESTRUCTURA
REVISTAS SIMILARES
Water
Infrastructures
Buildings

 Artículos similares

       
 
M. V. Hernich, S. V. Kliuchyk     Pág. 70 - 78

 
Armen Ter-Martirosyan, Vitalii Sidorov and Evgeny Sobolev    
This research investigates the mechanical properties of soil-cement specimens ranging from ultrasmall to large values of shear strain at dynamic loading. The nonlinear behavior of soil cement exposed to dynamic loading in a wide range of changing shear s... ver más
Revista: Buildings

 
Vu Dinh Tho, Elena Anatolyevna Korol, Nikolai Ivanovich Vatin and Hoang Minh Duc    
The research object was three-layer reinforced precast concrete enclosure structures. The structures consist of heavy concrete B25 in the external layers and polystyrene concrete B1 in the internal layer. The stress?strain state of precast concrete struc... ver más
Revista: Buildings

 
Alexey Beskopylny, Elena Kadomtseva, Besarion Meskhi, Grigory Strelnikov and Oleg Polushkin    
The paper considers the stress-strain state of a reinforced concrete beam, as a bimodular material, under the action of an impact. The behavior of bimodular concretes with different moduli of elasticity in tension and compression has not been studied eno... ver más
Revista: Buildings

 
Y. H. Sahirov,V. V. Suglobov     Pág. 110 - 120