Failure of reinforced concrete (RC) slabs without shear reinforcement in punching has been a challenging problem for nonlinear finite element (FE) analysis. To improve the analysis approach, this study was conducted by developing a nonlinear FE analysis method for slabs subjected to punching failure without shear reinforcement, using three-dimensional continuum elements. The influence of several modelling choices were investigated by comparing such results as loadcarrying capacity, load-deflection response and crack pattern from the FE analyses with available experimental data. The proposed method shows the possibility of accurately predicting the load-carrying capacity and realistically describing the behaviour of slabs
This paper aims to establish a nonlinear numerical analysis method based on three-dimensional elasto...
There are two primary methods to investigate the response of reinforced concrete (RC) structural com...
Analyses of tested two-way reinforced concrete (RC) slabs were carried out with varying modelling ch...
Failure of reinforced concrete (RC) slabs without shear reinforcement in punching has been a challen...
Failure of reinforced concrete (RC) slabs in punching has been a challenging problem for nonlinear f...
This study was conducted by carrying out nonlinear FE analysis of RC slabs subjected to punching fai...
Abstract A series of nonlinear FE analyses was conducted in this paper to model the punching shear f...
A rational three-dimensional nonlinear finite element model (NLFEAS) is used for evaluating the beha...
Reinforced concrete two-way slabs without shear reinforcement are commonly used in many structural s...
Despite the advances on the understanding and modelling of shear and punching shear failures, the ap...
One of the key phenomena in flat slab structures is their punching shear behaviour. The real importa...
This paper deals with the modelling of punching shear failure in reinforced concrete slabs using non...
This paper examines the structural response of reinforced concrete flat slabs, provided with fully-e...
\ua9 2017 Elsevier Ltd Reinforced concrete (RC) two-way slabs without shear reinforcement are common...
Finite element analysis is becoming a popular tool for engineers recently. Nonlinear finite element ...
This paper aims to establish a nonlinear numerical analysis method based on three-dimensional elasto...
There are two primary methods to investigate the response of reinforced concrete (RC) structural com...
Analyses of tested two-way reinforced concrete (RC) slabs were carried out with varying modelling ch...
Failure of reinforced concrete (RC) slabs without shear reinforcement in punching has been a challen...
Failure of reinforced concrete (RC) slabs in punching has been a challenging problem for nonlinear f...
This study was conducted by carrying out nonlinear FE analysis of RC slabs subjected to punching fai...
Abstract A series of nonlinear FE analyses was conducted in this paper to model the punching shear f...
A rational three-dimensional nonlinear finite element model (NLFEAS) is used for evaluating the beha...
Reinforced concrete two-way slabs without shear reinforcement are commonly used in many structural s...
Despite the advances on the understanding and modelling of shear and punching shear failures, the ap...
One of the key phenomena in flat slab structures is their punching shear behaviour. The real importa...
This paper deals with the modelling of punching shear failure in reinforced concrete slabs using non...
This paper examines the structural response of reinforced concrete flat slabs, provided with fully-e...
\ua9 2017 Elsevier Ltd Reinforced concrete (RC) two-way slabs without shear reinforcement are common...
Finite element analysis is becoming a popular tool for engineers recently. Nonlinear finite element ...
This paper aims to establish a nonlinear numerical analysis method based on three-dimensional elasto...
There are two primary methods to investigate the response of reinforced concrete (RC) structural com...
Analyses of tested two-way reinforced concrete (RC) slabs were carried out with varying modelling ch...