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A modelling approach for simulating the mechanical behaviour of large laminated composite components impacted by large deformable bodies, by means of advanced methods within the framework of the Finite Element Method, is presented.
Methods: within the framework of the longitudinal part of the Belgian Interuniversity Research on Nutrition and Health (BIRNH) survey, a nested case-control study design was performed through matching the 107 deaths from CHD, occurring within a 10-year follow-up period, with three controls for age and gender.
The combination of qualitative and quantitative research methods within the framework of mixed methods delivered a multilayered comprehensive picture of the subject of analysis.
For 60 of these substances, regulatory acceptable concentrations (RACs) were published, which were determined from ecotoxicological data in accordance with international test methods within the framework of the authorization procedure.
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We present a new adaptive genuinely multidimensional method within the framework of the discontinuous Galerkin method.
We present a new well-balanced finite volume method within the framework of the finite volume evolution Galerkin (FVEG) schemes.
The contact behavior of frictional fractures is modeled using the penalty method within the framework of plasticity theory of friction.
The strengths were calculated using the Projector Augmented Wave Method within the framework of density functional theory and the generalized gradient approximation.
Our calculations are based on the generalized Kronig Penny (KP) model and the transfer matrix method within the framework of the parabolic conductance band effective mass approximation in the coherent regime.
An efficient numerical method within the framework of variational formulation is employed to study the buckling and vibration of axially-compressed functionally graded carbon nanotube-reinforced composite (FG-CNTRC) conical shells.
To study this phenomenon, a mini-scale numerical method within the framework of finite element method is proposed for both tensile and compressive cracked concrete and this method is applied to obtain quantitative relationships between tensile or compressive strain and ETC.
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