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Subsequently, finite element simulations using the calibrated material model are carried out to thoroughly analyze the impact experiments.
The interface constitutive relations and the generalized Young Laplace equation for micropolar material model are firstly presented.
The confined section and material model are implemented in an object-oriented computational platform for structural analysis.
The chip morphologies of the numerical simulation and experimental test results are coincident, demonstrating that failure criteria defined under the material model are effective.
The stiffness and strength properties utilized in the material model are obtained from a set of quasi-static in-plane tension, compression and shear coupon level tests.
Potentialities and limitations of a recently proposed inverse analysis procedure, based on indentation tests, for the identification of constitutive parameters involved in this material model are investigated.
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Comparison between tests and modelling simulations shows that the developed ageing concrete material model is working well.
A linear poroelastic material model is utilized.
A material model is proposed for ice.
A continuum material model is applied to the masonry panels.
The proposed material model is an orthotropic hypoplastic model.
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