This article presents the formulation of an enriched macro finite element based on the trigonometric shear deformation theory for the static analysis of symmetrically laminated composite plates. Shear correction factor is not required because this theory accounts for tangential stress-free boundary conditions on the plate boundary surfaces. The macro element is obtained using the principle of virtual work and Gram-Schmidt orthogonal polynomials as enrichment functions. The implementation of the obtained algorithm is simple and efficient, and allows studying general quadrilateral plates with a single macro element. Several examples are presented to show the capability and applicability of the developed formulation
The present paper deals with the combination of plasticity and damage applied to modeling of concret...
Typical plastic-damage models for concrete use a constant dilatancy parameter. On problems sensitive...
A plastic-damage model for plain concrete is developed in this work. The model uses two different yi...
The behavior of reinforced concrete (RC) structures under severe demands, as strong ground motions, ...
The behavior of reinforced concrete (RC) structures under severe demands, as strong ground motions, ...
The behavior of reinforced concrete (RC) structures under severe demands, as strong ground motions, ...
This study aims to investigate the capacity of simplified and advanced numerical models to reproduce...
Copyright © 2017 John Wiley & Sons, Ltd. The behavior of reinforced concrete structures under severe...
Copyright © 2017 John Wiley & Sons, Ltd. The behavior of reinforced concrete structures under severe...
This paper describes a plasticity-damage multidirectional fixed smeared cracking (PDSC) model to sim...
Accurate nonlinear dynamic analysis of reinforced concrete structures is necessary for estimating th...
The purpose of this paper is to develop an improved analytical model for predicting the damage respo...
Modeling the mechanical behavior of Reinforced Concrete (RC) is still one of the most difficult chal...
A concrete damage model has been incorporated in finite element code ABAQUS as concrete damaged plas...
Concrete plasticity models for the analysis of reinforced-concrete (RC) members in plane stress are ...
The present paper deals with the combination of plasticity and damage applied to modeling of concret...
Typical plastic-damage models for concrete use a constant dilatancy parameter. On problems sensitive...
A plastic-damage model for plain concrete is developed in this work. The model uses two different yi...
The behavior of reinforced concrete (RC) structures under severe demands, as strong ground motions, ...
The behavior of reinforced concrete (RC) structures under severe demands, as strong ground motions, ...
The behavior of reinforced concrete (RC) structures under severe demands, as strong ground motions, ...
This study aims to investigate the capacity of simplified and advanced numerical models to reproduce...
Copyright © 2017 John Wiley & Sons, Ltd. The behavior of reinforced concrete structures under severe...
Copyright © 2017 John Wiley & Sons, Ltd. The behavior of reinforced concrete structures under severe...
This paper describes a plasticity-damage multidirectional fixed smeared cracking (PDSC) model to sim...
Accurate nonlinear dynamic analysis of reinforced concrete structures is necessary for estimating th...
The purpose of this paper is to develop an improved analytical model for predicting the damage respo...
Modeling the mechanical behavior of Reinforced Concrete (RC) is still one of the most difficult chal...
A concrete damage model has been incorporated in finite element code ABAQUS as concrete damaged plas...
Concrete plasticity models for the analysis of reinforced-concrete (RC) members in plane stress are ...
The present paper deals with the combination of plasticity and damage applied to modeling of concret...
Typical plastic-damage models for concrete use a constant dilatancy parameter. On problems sensitive...
A plastic-damage model for plain concrete is developed in this work. The model uses two different yi...