Abstract: As a sequel to the first large database created at Northwestern University in 1978, the paper presents a further enlargement of the database, comprising 621 creep tests and 490 shrinkage tests. This database significantly extends the 1993 RILEM database which contained 518 creep tests and 426 shrinkage tests. The new database will make possible more realistic verification and calibration of creep prediction models for design, provided that a proper unbiased statistical technique, compensating for inevitable strong statistical bias in the distribution of data, is employed. The database can be downloaded freely from the websit
ABSTRACT Several models for the prediction of creep and shrinkage of concrete are compared statistic...
An analysis of 69 recorded bridge deflection histories reveals that the existing formulations for th...
To improve the sustainability of concrete infrastructure, engineers face the challenge of incorporat...
As a sequel to the first large database created at Northwestern University in 1978, this paper prese...
The first large worldwide database of creep and shrinkage tests was assembled at Northwestern Univer...
Creep and shrinkage database of laboratory tests, covering mostly concrete and also mortars and past...
Modeling the shrinkage and creep of concrete is a demanding task due to the large number and high co...
To facilitate the calculation of creep and shrinkage properties needed for analyzing the creep and s...
This paper presents: (1) statistical justification and calibration of model B4 using laboratory cree...
The pursuit of new material and structural analysis models for creep and shrinkage of concrete has l...
Synopsis: The present paper ∗ presents in chapter 1 a model for the character-ization of concrete cr...
The multi-decade creep and shrinkage prediction for modern high–performance concretes poses a signif...
An extensive experimental database consisting of 2838 shrinkage data points and 3598 creep data poin...
Recent comparisons with numerous data on excessive multi-decade deflections of segmentally erected p...
The preceding article describes a new multi-decade creep and shrinkage prediction model, labeled B4,...
ABSTRACT Several models for the prediction of creep and shrinkage of concrete are compared statistic...
An analysis of 69 recorded bridge deflection histories reveals that the existing formulations for th...
To improve the sustainability of concrete infrastructure, engineers face the challenge of incorporat...
As a sequel to the first large database created at Northwestern University in 1978, this paper prese...
The first large worldwide database of creep and shrinkage tests was assembled at Northwestern Univer...
Creep and shrinkage database of laboratory tests, covering mostly concrete and also mortars and past...
Modeling the shrinkage and creep of concrete is a demanding task due to the large number and high co...
To facilitate the calculation of creep and shrinkage properties needed for analyzing the creep and s...
This paper presents: (1) statistical justification and calibration of model B4 using laboratory cree...
The pursuit of new material and structural analysis models for creep and shrinkage of concrete has l...
Synopsis: The present paper ∗ presents in chapter 1 a model for the character-ization of concrete cr...
The multi-decade creep and shrinkage prediction for modern high–performance concretes poses a signif...
An extensive experimental database consisting of 2838 shrinkage data points and 3598 creep data poin...
Recent comparisons with numerous data on excessive multi-decade deflections of segmentally erected p...
The preceding article describes a new multi-decade creep and shrinkage prediction model, labeled B4,...
ABSTRACT Several models for the prediction of creep and shrinkage of concrete are compared statistic...
An analysis of 69 recorded bridge deflection histories reveals that the existing formulations for th...
To improve the sustainability of concrete infrastructure, engineers face the challenge of incorporat...