Add to ORKGSummary. This paper describes a series of nonlinear finite element analyses carried out using the commercial package, DIANA7, to predict the ultimate load and mode of failure for three different types of reinforced concrete continuous two-span deep beams. Only one parameter, the shear retention factor, was varied during the analyses. The predicted results were in good agreement with the experimental results.
The aim is to design and evaluate nonlinear beams analysis, which will be subjected by four – point ...
Finite element analysis (FEA) is widely adopted these days to investigate relatively heavy structure...
This paper presents the application of a smeared fixed crack approach for nonlinear finite element a...
A finite element method for analysing the nonlinear behaviour of reinforced concrete structures that...
ABSTRACT: Sets of reinforced concrete beams are tested to evaluate analytical results of nonlinear ...
Abstract. The purpose of this study is to evaluate the behavior and strength of prestressed concrete...
Nonlinear finite element analyses is carried out using the ANSYS11 program to predict the ultimate l...
The structural behaviour of deep beams is still not completely understood, since, for example, plane...
The use of Reinforced Concrete (RC) deep beams in building may requires web openings or holes for el...
The structural behaviour of deep beams is still not completely understood, since, for example, plane...
This paper describes analysis of deep beams subjected to two point loading with three different L/D ...
Regarding the complicated behavior of continuous deep beams, a research program including three part...
This research study the effect of exist of opening in web of deep beam loaded directly and indirectl...
AbstractThe efficient use of FRP reinforcement in deep members has been hindered due to a lack of kn...
The shear behaviour of structural elements, particularly deep beams has been an area of huge concern...
The aim is to design and evaluate nonlinear beams analysis, which will be subjected by four – point ...
Finite element analysis (FEA) is widely adopted these days to investigate relatively heavy structure...
This paper presents the application of a smeared fixed crack approach for nonlinear finite element a...
A finite element method for analysing the nonlinear behaviour of reinforced concrete structures that...
ABSTRACT: Sets of reinforced concrete beams are tested to evaluate analytical results of nonlinear ...
Abstract. The purpose of this study is to evaluate the behavior and strength of prestressed concrete...
Nonlinear finite element analyses is carried out using the ANSYS11 program to predict the ultimate l...
The structural behaviour of deep beams is still not completely understood, since, for example, plane...
The use of Reinforced Concrete (RC) deep beams in building may requires web openings or holes for el...
The structural behaviour of deep beams is still not completely understood, since, for example, plane...
This paper describes analysis of deep beams subjected to two point loading with three different L/D ...
Regarding the complicated behavior of continuous deep beams, a research program including three part...
This research study the effect of exist of opening in web of deep beam loaded directly and indirectl...
AbstractThe efficient use of FRP reinforcement in deep members has been hindered due to a lack of kn...
The shear behaviour of structural elements, particularly deep beams has been an area of huge concern...
The aim is to design and evaluate nonlinear beams analysis, which will be subjected by four – point ...
Finite element analysis (FEA) is widely adopted these days to investigate relatively heavy structure...
This paper presents the application of a smeared fixed crack approach for nonlinear finite element a...