Stability of eccentrically compressed reinforced concrete elements under special impacts with account taken of shear deformations
Introduction. When structural models of reinforced concrete frameworks of buildings and structures are designed, bars and plates simulate structural elements. As rule, such an approach entails rigid cohesion between reinforcement bars and concrete; thus, it fails to simulate the true nature of their...
Main Author: | Sergey Yu. Savin |
---|---|
Format: | Article |
Language: | English |
Published: |
Moscow State University of Civil Engineering (MGSU)
2021-01-01
|
Series: | Vestnik MGSU |
Subjects: | |
Online Access: | https://doi.org/10.22227/1997-0935.2021.1.49-58 |
Similar Items
-
Analysis of shear design recommendations for FRP reinforced concrete beams
by: Marius Budvytis, et al.
Published: (2018-11-01) -
Experimental evaluation of local bond behaviour of deformed reinforcing bars in concrete structures.
by: Morris, Gareth John
Published: (2015) -
The corrosion of reinforcement in concrete
by: Niami, Hazim
Published: (2014) -
Shear Strength and Strength Degradation of Concrete Bridge Decks with GFRP Top Mat Reinforcement
by: Amico, Ross Dominick
Published: (2014) -
Effects of concrete quality and cover depth on carbonation-induced reinforcement corrosion and initiation of concrete cover cracking in reinforced concrete structures
by: Ikotum, Jacob Olumuyiwa
Published: (2018)