The paper aims to improve the knowledge of the shear response in reinforced concrete and the influence of aggregate interlock using non-linear finite element analysis. The influence of aggregate types on shear response of concrete was studied with finite element analysis of reinforced concrete beams failed in shear. The influence of aggregate interlock was investigated using different smeared crack approaches, i.e. multi directional, fixed and rotating crack models. The results from analysis are verified with the result from mechanical testing with respect to stiffness and capacity, and with DIC and microscopical analysis with respect to crack pattern
Abstract Reinforced concrete (RC) beam-column connections especially those without transverse reinfo...
One of the current challenges is to handle the increasing need for buildings and infrastructures. On...
iABSTRACT This study deals with the finite element analysis of the monotonic behavior of reinforced ...
The paper aims to improve the knowledge of the shear response in reinforced concrete and the influen...
This work discusses and compares different numerical approaches that can be adopted for the analysi...
A shear crack in an RC beam undergoes a load sharing stage where aggregate interlock is dominant alo...
The objective of this paper was to study the contribution of shear deformation in reinforced concret...
This paper presents a beam finite element for the simulation of the monotonic and cyclic response of...
Concrete is a multiphase granular material consisting of aggregate particles of various sizes and ir...
In the present paper, a numerical algorithm based on the finite element method is proposed for the p...
This paper presents the application of a smeared fixed crack approach for nonlinear finite element a...
Today, the non-linear finite element method is commonly used by practising engineers. Simulating the...
Concrete is a multiphase granular material consisting of aggregate particles of various sizes and ir...
A mechanical model for the analysis of reinforced concrete frame structures based on the Finite Elem...
Many research efforts have so far been devoted to the topic of shear design of members without trans...
Abstract Reinforced concrete (RC) beam-column connections especially those without transverse reinfo...
One of the current challenges is to handle the increasing need for buildings and infrastructures. On...
iABSTRACT This study deals with the finite element analysis of the monotonic behavior of reinforced ...
The paper aims to improve the knowledge of the shear response in reinforced concrete and the influen...
This work discusses and compares different numerical approaches that can be adopted for the analysi...
A shear crack in an RC beam undergoes a load sharing stage where aggregate interlock is dominant alo...
The objective of this paper was to study the contribution of shear deformation in reinforced concret...
This paper presents a beam finite element for the simulation of the monotonic and cyclic response of...
Concrete is a multiphase granular material consisting of aggregate particles of various sizes and ir...
In the present paper, a numerical algorithm based on the finite element method is proposed for the p...
This paper presents the application of a smeared fixed crack approach for nonlinear finite element a...
Today, the non-linear finite element method is commonly used by practising engineers. Simulating the...
Concrete is a multiphase granular material consisting of aggregate particles of various sizes and ir...
A mechanical model for the analysis of reinforced concrete frame structures based on the Finite Elem...
Many research efforts have so far been devoted to the topic of shear design of members without trans...
Abstract Reinforced concrete (RC) beam-column connections especially those without transverse reinfo...
One of the current challenges is to handle the increasing need for buildings and infrastructures. On...
iABSTRACT This study deals with the finite element analysis of the monotonic behavior of reinforced ...