A direct finite element modeling of the pulling process of the steel reinforcing bar out from the concrete block with taking into account the cohesive behavior of steel-concrete bond and using elastic-plastic-damage constitutive equations for the concrete is considered. The comparison of obtained results of finite element simulations with experimental data is presented and discussed for the problem of pulling the reinforcing bar from the concrete block
A finite element of reinforcing bar embedded in concrete is presented, which models the interaction ...
The finite element method (FEM) has been widely used to study the behaviour of reinforced concrete (...
The subject of the present thesis is the development of a finite element technique for the design-ac...
A direct finite element modeling of the pulling process of the steel reinforcing bar out from the co...
In this study, the commercial finite element software ABAQUS was used to develop a three-dimensional...
The usage of rebars in construction is the most common method for reinforcing plain concrete and th...
In this study, the commercial finite element software ABAQUS was used to develop a three-dimensiona...
The hysteretic behavior of reinforced concrete elements depends in large measure on the interaction ...
In the present paper the pull-out of deformed steel bar embedded in a concrete cylinder and pulled o...
In the present paper results of a numerical analysis for a deformed steel bar embedded in a concrete...
There are several bond performance tests that are commonly used for steel reinforcement in concrete ...
Bond slip between reinforcing steel bar and concrete is one of the fundamental principles to investi...
In this paper numerical analysis of pull-out tests for concrete are discussed. The analysis is carri...
Bond between steel and concrete in reinforced concrete structures plays a fundamental role. The stre...
The corrosion of rebars in reinforced concrete structures impacts their geometry (diameter and ribs)...
A finite element of reinforcing bar embedded in concrete is presented, which models the interaction ...
The finite element method (FEM) has been widely used to study the behaviour of reinforced concrete (...
The subject of the present thesis is the development of a finite element technique for the design-ac...
A direct finite element modeling of the pulling process of the steel reinforcing bar out from the co...
In this study, the commercial finite element software ABAQUS was used to develop a three-dimensional...
The usage of rebars in construction is the most common method for reinforcing plain concrete and th...
In this study, the commercial finite element software ABAQUS was used to develop a three-dimensiona...
The hysteretic behavior of reinforced concrete elements depends in large measure on the interaction ...
In the present paper the pull-out of deformed steel bar embedded in a concrete cylinder and pulled o...
In the present paper results of a numerical analysis for a deformed steel bar embedded in a concrete...
There are several bond performance tests that are commonly used for steel reinforcement in concrete ...
Bond slip between reinforcing steel bar and concrete is one of the fundamental principles to investi...
In this paper numerical analysis of pull-out tests for concrete are discussed. The analysis is carri...
Bond between steel and concrete in reinforced concrete structures plays a fundamental role. The stre...
The corrosion of rebars in reinforced concrete structures impacts their geometry (diameter and ribs)...
A finite element of reinforcing bar embedded in concrete is presented, which models the interaction ...
The finite element method (FEM) has been widely used to study the behaviour of reinforced concrete (...
The subject of the present thesis is the development of a finite element technique for the design-ac...