A two-level procedure designed for the estimation of constitutive model parameters is presented in this paper. The neural network (NN) approach at the first level is applied to achieve the first approximation of parameters. This technique is used to avoid potential pitfalls related to the conventional gradient-based optimization techniques, considered here as a corrector that improves predicted parameters. The feedforward NN (FFNN) and the modified Gauss–Newton algorithms are briefly presented. The proposed framework is verified for the elasto-plastic modified Cam Clay model that can be calibrated based on standard triaxial laboratory tests, i.e. the isotropic consolidation test and the drained compression test. Two different formulations o...
Modelling behaviour of materials involves approximating the actual behaviour with that of an idealis...
In order to obtain reliable results of computations in civil engineering, the numerical procedures t...
For the prediction of the swelling/shrinking parameters (swelling pressure and swell strain) a multi...
Finite Element Analysis is an application used in many engineering fields, including geotechnical en...
Constitutive models are one of the main building blocks of the Finite Element Analysis that nowadays...
This paper presents a numerical procedure of material parameter identification for the coupled hydro...
Abstract—The parameter identification of nonlinear constitutive model of soil mass is based on an in...
Finite element method has, in recent years, been widely used as a powerful tool in analysis of engin...
A common problem of excavation machinery based on mechanical actions is the unknown interaction of t...
An appropriate constitutive model embedded in a finite element engine is the key to the successful p...
Rapid development in numerical modelling of materials and the complexity of new models increase quic...
This study presents a literature review on the use of artificial neural networks in the prediction o...
Constitutive modeling of nonlinear materials is a computationally complex and time-intensive process...
A hybrid ANN-FE solution is presented as a result of two level analysis of soils: a level of a labor...
Abstract: A hybrid ANN-FE solution is presented as a result of two level analysis of soils: a level ...
Modelling behaviour of materials involves approximating the actual behaviour with that of an idealis...
In order to obtain reliable results of computations in civil engineering, the numerical procedures t...
For the prediction of the swelling/shrinking parameters (swelling pressure and swell strain) a multi...
Finite Element Analysis is an application used in many engineering fields, including geotechnical en...
Constitutive models are one of the main building blocks of the Finite Element Analysis that nowadays...
This paper presents a numerical procedure of material parameter identification for the coupled hydro...
Abstract—The parameter identification of nonlinear constitutive model of soil mass is based on an in...
Finite element method has, in recent years, been widely used as a powerful tool in analysis of engin...
A common problem of excavation machinery based on mechanical actions is the unknown interaction of t...
An appropriate constitutive model embedded in a finite element engine is the key to the successful p...
Rapid development in numerical modelling of materials and the complexity of new models increase quic...
This study presents a literature review on the use of artificial neural networks in the prediction o...
Constitutive modeling of nonlinear materials is a computationally complex and time-intensive process...
A hybrid ANN-FE solution is presented as a result of two level analysis of soils: a level of a labor...
Abstract: A hybrid ANN-FE solution is presented as a result of two level analysis of soils: a level ...
Modelling behaviour of materials involves approximating the actual behaviour with that of an idealis...
In order to obtain reliable results of computations in civil engineering, the numerical procedures t...
For the prediction of the swelling/shrinking parameters (swelling pressure and swell strain) a multi...