Assessing the Shrinkage Cracking Potential of Concrete Using Ring Specimens with Different Boundary Conditions

Early-age cracking due to restrained shrinkage affects the performance and service life of concrete structures. Recent studies are successfully making use of the free ring shrinkage test in conjunction with restrained shrinkage measurements for the evaluation of the cracking potential of cementitiou...

Full description

Saved in:
Bibliographic Details
Main Authors: Bruce Menu, Marc Jolin, Benoit Bissonnette
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2020/4842369
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1832567474626756608
author Bruce Menu
Marc Jolin
Benoit Bissonnette
author_facet Bruce Menu
Marc Jolin
Benoit Bissonnette
author_sort Bruce Menu
collection DOAJ
description Early-age cracking due to restrained shrinkage affects the performance and service life of concrete structures. Recent studies are successfully making use of the free ring shrinkage test in conjunction with restrained shrinkage measurements for the evaluation of the cracking potential of cementitious materials. This study provides information to improve the interpretation of cracking in ring specimens and a theoretical approach for predicting the stress rate of thick ring specimens. Results show that the rate of strain development and the age-at-cracking vary with specimen drying direction and the exchange surface-to-volume ratio. The results further revealed that early-age shrinkage cracking depends more on the shrinkage rate than the magnitude of the shrinkage itself. Also, it was found that although the restrained ring specimens attained approximately similar strain levels, the cracking age varies significantly, suggesting that elastic stress-strength analysis alone may be inadequate for predicting early-age cracking due to the contribution of creep-relaxation phenomena.
format Article
id doaj-art-bc0bc32dd4974b00b0e74018abfe0d7c
institution Kabale University
issn 1687-8434
1687-8442
language English
publishDate 2020-01-01
publisher Wiley
record_format Article
series Advances in Materials Science and Engineering
spelling doaj-art-bc0bc32dd4974b00b0e74018abfe0d7c2025-02-03T01:01:29ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422020-01-01202010.1155/2020/48423694842369Assessing the Shrinkage Cracking Potential of Concrete Using Ring Specimens with Different Boundary ConditionsBruce Menu0Marc Jolin1Benoit Bissonnette2Research Centre on Concrete Infrastructure (CRIB), Université Laval, Québec City, QC G1V 0A6, CanadaResearch Centre on Concrete Infrastructure (CRIB), Université Laval, Québec City, QC G1V 0A6, CanadaResearch Centre on Concrete Infrastructure (CRIB), Université Laval, Québec City, QC G1V 0A6, CanadaEarly-age cracking due to restrained shrinkage affects the performance and service life of concrete structures. Recent studies are successfully making use of the free ring shrinkage test in conjunction with restrained shrinkage measurements for the evaluation of the cracking potential of cementitious materials. This study provides information to improve the interpretation of cracking in ring specimens and a theoretical approach for predicting the stress rate of thick ring specimens. Results show that the rate of strain development and the age-at-cracking vary with specimen drying direction and the exchange surface-to-volume ratio. The results further revealed that early-age shrinkage cracking depends more on the shrinkage rate than the magnitude of the shrinkage itself. Also, it was found that although the restrained ring specimens attained approximately similar strain levels, the cracking age varies significantly, suggesting that elastic stress-strength analysis alone may be inadequate for predicting early-age cracking due to the contribution of creep-relaxation phenomena.http://dx.doi.org/10.1155/2020/4842369
spellingShingle Bruce Menu
Marc Jolin
Benoit Bissonnette
Assessing the Shrinkage Cracking Potential of Concrete Using Ring Specimens with Different Boundary Conditions
Advances in Materials Science and Engineering
title Assessing the Shrinkage Cracking Potential of Concrete Using Ring Specimens with Different Boundary Conditions
title_full Assessing the Shrinkage Cracking Potential of Concrete Using Ring Specimens with Different Boundary Conditions
title_fullStr Assessing the Shrinkage Cracking Potential of Concrete Using Ring Specimens with Different Boundary Conditions
title_full_unstemmed Assessing the Shrinkage Cracking Potential of Concrete Using Ring Specimens with Different Boundary Conditions
title_short Assessing the Shrinkage Cracking Potential of Concrete Using Ring Specimens with Different Boundary Conditions
title_sort assessing the shrinkage cracking potential of concrete using ring specimens with different boundary conditions
url http://dx.doi.org/10.1155/2020/4842369
work_keys_str_mv AT brucemenu assessingtheshrinkagecrackingpotentialofconcreteusingringspecimenswithdifferentboundaryconditions
AT marcjolin assessingtheshrinkagecrackingpotentialofconcreteusingringspecimenswithdifferentboundaryconditions
AT benoitbissonnette assessingtheshrinkagecrackingpotentialofconcreteusingringspecimenswithdifferentboundaryconditions