Accounting for effects of decreasing bond between concrete and rebars on seismic resistance of reinforced concrete structural elements
This study reviews an alternative of reinforced concrete finite element model as a system, where physical conditions for system components are recorded independently and, in addition, conditions for interaction of system components on their contact are also introduced. In this case, we are able to t...
Main Author: | Andrey V. Benin |
---|---|
Format: | Article |
Language: | English |
Published: |
Vilnius Gediminas Technical University
2005-09-01
|
Series: | Journal of Civil Engineering and Management |
Subjects: | |
Online Access: | http://localhost/journals.vgtu.lt/index.php/JCEM/article/view/8906 |
Similar Items
-
Ductility of Concrete Beams Reinforced with FRP Rebars
by: Tvrtko Renić, et al.
Published: (2021-09-01) -
Experimental evaluation of coupler behavior for mechanical rebar splices in reinforced concrete structures
by: V. G. CHIARI, et al.
Published: (2018-12-01) -
Flexural design of concrete beams reinforced with FRP rebars
by: Felipe Augusto da Silva Barbosa, et al.
Published: (2022-10-01) -
Evaluation of the Corrosion Behavior of Reinforced Concrete with an Inhibitor by Electrochemical Impedance Spectroscopy
by: JangHyun Park, et al.
Published: (2021-09-01) -
Comparison of the Behavior of FRP Rebar with Steel Rebar in Reinforced Concrete Columns under Impact Loading
by: Reza Heydari mal-amiri, et al.
Published: (2021-08-01)