A general framework for the numerical implementation of anisotropic hyperelastic material models including non-local damage

2017 ◽  
Vol 16 (4) ◽  
pp. 1119-1140 ◽  
Author(s):  
J. P. S. Ferreira ◽  
M. P. L. Parente ◽  
M. Jabareen ◽  
R. M. Natal Jorge
Keyword(s):  
General Framework ◽  
Hyperelastic Material ◽  
Local Damage ◽  
Numerical Implementation ◽  
Material Models ◽  
Non Local

A boundary element formulation for a class of non-local damage models

1999 ◽  
Vol 36 (24) ◽  
pp. 3617-3638 ◽  
Author(s):  
R. García ◽  
J. Flórez-López ◽  
M. Cerrolaza
Keyword(s):  
Boundary Element ◽  
Element Formulation ◽  
Local Damage ◽  
Damage Models ◽  
Non Local

On the parameter identification of visco-hyperelastic material models for adhesive tapes

PAMM ◽  
2014 ◽  
Vol 14 (1) ◽  
pp. 341-342 ◽  
Author(s):  
Nils Hendrik Kröger ◽  
Daniel Juhre
Keyword(s):  
Parameter Identification ◽  
Hyperelastic Material ◽  
Material Models

Interaction-based non-local damage model for failure in quasi-brittle materials

2013 ◽  
Vol 54 ◽  
pp. 56-62 ◽  
Author(s):  
Laura B. Rojas-Solano ◽  
David Grégoire ◽  
Gilles Pijaudier-Cabot
Keyword(s):  
Damage Model ◽  
Brittle Materials ◽  
Local Damage ◽  
Non Local

Study on Non-Local Damage Constitutive Model of Concrete under Freeze-Thaw Action

2010 ◽  
Vol 452-453 ◽  
pp. 133-136 ◽  
Author(s):  
Zong Min Liu ◽  
Ji Ze Mao ◽  
Hai Yan Song
Keyword(s):  
Constitutive Model ◽  
Internal State ◽  
Constitutive Relations ◽  
Irreversible Thermodynamics ◽  
Local Damage ◽  
Variable Theory ◽  
Freeze Thaw ◽  
Adjacent Point ◽  
Damage Constitutive Model ◽  
Non Local

Concrete is multi-phase composites. Due to the inhomogeneity of mechanical properties and complexity of physical properties, constitutive relations of concrete are more complicated. Starting from irreversible thermodynamics theory, internal state variable theory and nonlocal field theory, non-local damage constitutive model of concrete under freeze-thaw action is established in this paper. In the model, non-local influence functions are discussed which are used to describe interplay of damage between adjacent point.

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