A coupled damage-plasticity model for concrete based on thermodynamic principles: Part II: non-local regularization and numerical implementation

A coupled damage-plasticity model for concrete based on thermodynamic principles: Part II: non-local regularization and numerical implementation

Non-local regularization is applied to a new coupled damage-plasticity model (Int. J. Numer Anal. Meth. Geomech. 2007; DOI: 10.1002/nag.627), turning it into a non-local model. This procedure resolves softening-related problems encountered in local constitutive models when dealing with softening mat...

Descripció completa

Dades bibliogràfiques
Autors principals:	Nguyen, G, Houlsby, G
Format:	Journal article
Idioma:	English
Publicat:	2008

Ítems similars

A coupled damage-plasticity model for concrete based on thermodynamic principles: Part I: model formulation and parameter identification
per: Nguyen, G, et al.
Publicat: (2008)

Principles of hyperplasticity: An approach to plasticity theory based on thermodynamic principles
per: Houlsby, G, et al.
Publicat: (2007)

Principles of hyperplasticity: An approach to plasticity theory based on thermodynamic principles
per: Houlsby, G, et al.
Publicat: (2007)

Principles of hyperplasticity : an approach to plasticity theory based on thermodynamic principles /
per: 401860 Houlsby, G. T., et al.
Publicat: (2006)

Coupled damage and plasticity models derived from energy and dissipation potentials
per: Einav, I, et al.
Publicat: (2007)

An approach to plasticity based on generalised thermodynamics
per: Houlsby, G, et al.
Publicat: (2000)

Derivation of incremental stress-strain response for plasticity models based on thermodynamic functions
per: Houlsby, G
Publicat: (1997)

Non-local damage modelling of concrete: a procedure for the determination of model parameters
per: Nguyen, G, et al.
Publicat: (2007)

Analysis of essential work of rupture using non-local damage-plasticity modelling
per: Korsunsky, A, et al.
Publicat: (2005)

Analysis of essential work of rupture using non-local damage-plasticity modelling
per: Korsunsky, A, et al.
Publicat: (2005)

Modification of Concrete Damaged Plasticity model. Part II: Formulation and numerical tests
per: Kamińska Inez, et al.
Publicat: (2017-01-01)

Thermodynamics of porous continua
per: Houlsby, G, et al.
Publicat: (2006)

A nonlocal coupled damage-plasticity model for concrete
per: Nguyen, G, et al.
Publicat: (2007)

A thermodynamic approach to constitutive modelling of concrete using damage mechanics and plasticity theory
per: Nguyen, G, et al.
Publicat: (2005)

Frictional plasticity in a convex analytical setting
per: Houlsby, G
Publicat: (2019)

DERIVATION OF THE SMALL-STRAIN INCREMENTAL THEORY OF PLASTICITY FROM THERMOMECHANICS.
per: Houlsby, G
Publicat: (1982)

The use of a variable shear modulus in elastic-plastic models for clays
per: Houlsby, G
Publicat: (1985)

A derivation of the small-strain incremental theory of plasticity from thermomechanics.
per: Houlsby, G
Publicat: (1982)

John Wallis and the Numerical Analysis of Structures
per: Houlsby, G
Publicat: (2014)

Development of an approach to constitutive modelling of concrete: Isotropic damage coupled with plasticity
per: Nguyen, G, et al.
Publicat: (2008)

Development of an approach to constitutive modelling of concrete: isotropic damage coupled with plasticity
per: Nguyen, G, et al.
Publicat: (2008)

On the non-intersection dilemma in multiple surface plasticity
per: Puzrin, A, et al.
Publicat: (2001)

Direct solution of plasticity problems in soils by the method of characteristics.
per: Houlsby, G, et al.
Publicat: (1983)

DIRECT SOLUTION OF PLASTICITY PROBLEMS IN SOILS BY THE METHOD OF CHARACTERISTICS.
per: Houlsby, G, et al.
Publicat: (1982)

Application of thermomechanical principles to the modelling of geotechnical materials
per: Collins, I, et al.
Publicat: (1997)

Rate-dependent plasticity models derived from potential functions
per: Houlsby, G, et al.
Publicat: (2002)

A plasticity model for the behaviour of footings on sand under combined loading
per: Houlsby, G, et al.
Publicat: (2002)

Numerical modelling of reinforced unpaved roads
per: Burd, H, et al.
Publicat: (1989)

Strain-based plasticity models for soils and the BRICK model as an example of the hyperplasticity approach
per: Puzrin, A, et al.
Publicat: (2001)

New finite element formulation for one-dimensional analysis of elastic-plastic materials
per: Yu, H, et al.
Publicat: (1990)

An implementation of Watson's algorithm for computing 2-dimensional delaunay triangulations
per: Sloan, S, et al.
Publicat: (1984)

Combined loading of spudcan foundations on clay: numerical modelling
per: Martin, C, et al.
Publicat: (2001)

Model for Shear Response of Asphaltic Concrete at Different Shear Rates and Temperatures
per: Likitlersuang, S, et al.
Publicat: (2009)

Plastic response of circular footings on sand under general planar loading
per: Gottardi, G, et al.
Publicat: (1999)

Frictional plasticity in a convex analytical setting
per: Guy Tinmouth Houlsby
Publicat: (2021-10-01)

2-dimensional analysis of settlement damage to masonry buildings caused by tunnelling
per: Liu, G, et al.
Publicat: (2001)

Analysis of tunnel-induced settlement damage to surface structures
per: Houlsby, G, et al.
Publicat: (1999)

Coupled Elastic–Plastic Damage Modeling of Rock Based on Irreversible Thermodynamics
per: Xin Jin, et al.
Publicat: (2024-11-01)

Statistical fitting of undrained strength data
per: Houlsby, N, et al.
Publicat: (2013)

A numerical analysis of bidirectional ducted tidal turbines in yawed flow
per: Belloni, C, et al.
Publicat: (2013)