[出版社版]An enhanced multi-chemo-physical model for the time-dependent deformation of concrete is proposed based on thermodynamic state of moisture in micro-pores. The moisture migration mechanism is divided into 1) moisture transport through CSH gel grains and 2) water in motion within the inter-particle spaces of hydrate micro-products. The new kinematic model makes it possible to simulate both long- and short-term concrete creep. An enhanced mechanistic law of stress path dependency is introduced to cope with a wide variety of stress and ambient histories as well. Time-dependency at elevated temperature is also investigated with current high-accuracy thermo-hygro dynamics. The instantaneous plasticity in direct connection with evaporating m...
A new physical theory for the effects of long-term aging and drying on concrete creep is proposed. T...
In this paper, the authors present a mathematical description of a multi- phase model of concrete b...
Creep and shrinkage of concrete are time-dependent deformations that influence primarily the service...
An enhanced multi-chemo-physical model for the time-dependent deformation of concrete is proposed ba...
This work deals with a new mathematical/numerical model for the analysis of the behaviour of concret...
Creep, shrinkage and delayed thermal dilatations of concrete have source mainly in the interaction w...
An overview of a recently developed thermo-hygro-mechanical-hydration model (THMH) model for concret...
Hygro-thermo-chemo-mechanical modelling of time-dependent concrete behavior requires the accurate de...
ABSTRACT: A new physical theory and constitutive model for the effects of long-term aging and drying...
The previously formulated rate-type aging creep law based on Maxwell chain is generalized to variabl...
In this work a coupled thermo-chemo-mechanical model for the behavior of concrete at early ages is p...
This material may be downloaded for personal use only. Any other use requires prior permission of th...
In this paper, a hydro-mechanical model, accounting for the full coupling of drying, shrinkage, cree...
ABSTRACT: A previous material model for the increase of creep of concrete caused by simultaneous dry...
A novel model of mechanical performance of concrete at early ages and beyond, and in particular, evo...
A new physical theory for the effects of long-term aging and drying on concrete creep is proposed. T...
In this paper, the authors present a mathematical description of a multi- phase model of concrete b...
Creep and shrinkage of concrete are time-dependent deformations that influence primarily the service...
An enhanced multi-chemo-physical model for the time-dependent deformation of concrete is proposed ba...
This work deals with a new mathematical/numerical model for the analysis of the behaviour of concret...
Creep, shrinkage and delayed thermal dilatations of concrete have source mainly in the interaction w...
An overview of a recently developed thermo-hygro-mechanical-hydration model (THMH) model for concret...
Hygro-thermo-chemo-mechanical modelling of time-dependent concrete behavior requires the accurate de...
ABSTRACT: A new physical theory and constitutive model for the effects of long-term aging and drying...
The previously formulated rate-type aging creep law based on Maxwell chain is generalized to variabl...
In this work a coupled thermo-chemo-mechanical model for the behavior of concrete at early ages is p...
This material may be downloaded for personal use only. Any other use requires prior permission of th...
In this paper, a hydro-mechanical model, accounting for the full coupling of drying, shrinkage, cree...
ABSTRACT: A previous material model for the increase of creep of concrete caused by simultaneous dry...
A novel model of mechanical performance of concrete at early ages and beyond, and in particular, evo...
A new physical theory for the effects of long-term aging and drying on concrete creep is proposed. T...
In this paper, the authors present a mathematical description of a multi- phase model of concrete b...
Creep and shrinkage of concrete are time-dependent deformations that influence primarily the service...