The aim of this paper is to show and compare the time evolution of drying shrinkage and drying creep in concrete from three different perspectives. The first one analyzes the basic equations defined in the most common design codes and prediction models for the description of the long-term behavior of concrete (ACI 209, EC2, Model Code 2010, B3, B4). Next, the evolution of drying creep and shrinkage is examined by processing suitable experimental data available from the database developed at the Northwestern University. Finally, the last point of view investigates the results obtained from the finite element simulations employing the material point approach, in particular, the material model based on the Microprestress-Solidification theory
In this study, an experimental investigation on a high-performance concrete used for the constructio...
Prepared as part of an investigation conducted by the Engineering Experiment Station, University of ...
To improve the sustainability of concrete infrastructure, engineers face the challenge of incorporat...
The aim of this paper is to show and compare the time evolution of drying shrinkage and drying creep...
This thesis deals with the numerical modeling of concrete creep and shrinkage at variable environmen...
The magnitude and time evolution of shrinkage are influenced by numerous factors which are implement...
The design and behavior of creep-sensitive structures can be to a large extent dependent on the evol...
A new experimental method which allows the direct separation of the components of drying creep due t...
A concrete member is subjected to loads for a long period of time, during which creep and shrinkage ...
The practical model for predicting creep and shrinkage developed in Parts I and I I is extended to c...
New prediction equations of shrinkage and creep of concrete are proposed, and the efficiency of the ...
A durable structure of concrete is achieved when no cracking occurs during the young ages of the har...
A novel model of mechanical performance of concrete at early ages and beyond, and in particular, evo...
This paper is the first in a series of papers that present a new prediction model for creep and shri...
AbstractThis article aims to investigate the effects of material and structural system, specifically...
In this study, an experimental investigation on a high-performance concrete used for the constructio...
Prepared as part of an investigation conducted by the Engineering Experiment Station, University of ...
To improve the sustainability of concrete infrastructure, engineers face the challenge of incorporat...
The aim of this paper is to show and compare the time evolution of drying shrinkage and drying creep...
This thesis deals with the numerical modeling of concrete creep and shrinkage at variable environmen...
The magnitude and time evolution of shrinkage are influenced by numerous factors which are implement...
The design and behavior of creep-sensitive structures can be to a large extent dependent on the evol...
A new experimental method which allows the direct separation of the components of drying creep due t...
A concrete member is subjected to loads for a long period of time, during which creep and shrinkage ...
The practical model for predicting creep and shrinkage developed in Parts I and I I is extended to c...
New prediction equations of shrinkage and creep of concrete are proposed, and the efficiency of the ...
A durable structure of concrete is achieved when no cracking occurs during the young ages of the har...
A novel model of mechanical performance of concrete at early ages and beyond, and in particular, evo...
This paper is the first in a series of papers that present a new prediction model for creep and shri...
AbstractThis article aims to investigate the effects of material and structural system, specifically...
In this study, an experimental investigation on a high-performance concrete used for the constructio...
Prepared as part of an investigation conducted by the Engineering Experiment Station, University of ...
To improve the sustainability of concrete infrastructure, engineers face the challenge of incorporat...