The time-dependent properties of concrete are influenced by many experimental factors such as mix proportion of concrete, material, environmental condition and others. The purpose of this paper is to propose the adequate equations for the prediction of time-dependent strain in concrete. As a result, the followings were obtained. The prediction of the drying shrinkage is put into the percentage of absorption of coarse aggregate. The prediction of the creep factor is divided roughly into the delay elasticity and flow
To model behavior of material, there are two basic models of the material element i.e.: spring and d...
Cyclic variation of stress as well as em:ironmental humidity causes an increase of creep. In this pa...
The paper presents the currently used procedures for calculating the deformation of concrete and cre...
The time-dependent properties of concrete are affected with many experimental factors such as mix pr...
The practical model for predicting creep and shrinkage developed in Parts I and I I is extended to c...
The main objective of this study was to bring together two areas of research the first being a labor...
for shrinkage. diffusion-type size dependence of humidity effects. additive drying creep term relate...
This paper is the first in a series of papers that present a new prediction model for creep and shri...
Estimation of creep and shrinkage are critical in order to compute loss of prestress with time in or...
The second part ()f this series presents the formulae for the prediction of basic creep of concrete,...
International audienceLong-term delayed strain of concrete impacts the lifetime of civil engineering...
An improved and simplified prediction model for creep and shrinkage of concrete is presented. New si...
As a result of a long-term experiment concerning the time-dependent characteristic of the high-stren...
Creep of concrete can aggravate deflections of flexural members, cause loss of prestress in prestres...
This paper is a condensed version of the material presented at the International Workshop on Finite ...
To model behavior of material, there are two basic models of the material element i.e.: spring and d...
Cyclic variation of stress as well as em:ironmental humidity causes an increase of creep. In this pa...
The paper presents the currently used procedures for calculating the deformation of concrete and cre...
The time-dependent properties of concrete are affected with many experimental factors such as mix pr...
The practical model for predicting creep and shrinkage developed in Parts I and I I is extended to c...
The main objective of this study was to bring together two areas of research the first being a labor...
for shrinkage. diffusion-type size dependence of humidity effects. additive drying creep term relate...
This paper is the first in a series of papers that present a new prediction model for creep and shri...
Estimation of creep and shrinkage are critical in order to compute loss of prestress with time in or...
The second part ()f this series presents the formulae for the prediction of basic creep of concrete,...
International audienceLong-term delayed strain of concrete impacts the lifetime of civil engineering...
An improved and simplified prediction model for creep and shrinkage of concrete is presented. New si...
As a result of a long-term experiment concerning the time-dependent characteristic of the high-stren...
Creep of concrete can aggravate deflections of flexural members, cause loss of prestress in prestres...
This paper is a condensed version of the material presented at the International Workshop on Finite ...
To model behavior of material, there are two basic models of the material element i.e.: spring and d...
Cyclic variation of stress as well as em:ironmental humidity causes an increase of creep. In this pa...
The paper presents the currently used procedures for calculating the deformation of concrete and cre...