Moisture Gradient and Time-Dependent Crack Growth in Restrained Concrete Elements Subjected to Drying

Narayanan Neithalath, Bradley Justin Pease, Jae-Heum Moon, Farshad Rajabipour, Jason Weiss, Emmanuel Attiogbe

Research output: Chapter in Book/Report/Conference proceedingArticle in proceedingsResearchpeer-review

Abstract

Recent research has shown that the risk of early-age shrinkage cracking in concrete is influenced by many factors including the rate of shrinkage, the rate of strength development, the degree of restraint, and the extent of stress relaxation (creep). Previous research introduced an analytical model to predict residual stress development in restrained concrete elements, however this model assumed that the concrete was undamaged (i.e., uncracked) at each age before determining if the increase in shrinkage was significant enough to cause failure. This paper presents an approach to account for the role of moisture gradients on residual stress development that considers stable crack growth in restrained specimens over time. The model can be used to illustrate how alterations in binder composition (i.e., changes in ultimate shrinkage and autogenous/drying effects) change the residual stresses that develop and the resulting potential for cracking.
Original languageEnglish
Title of host publicationInternational Conference on Advances in Concrete Composites and Structures
Place of PublicationChennai, India
Publication date2005
Publication statusPublished - 2005
Externally publishedYes
EventInternational Conference on Advances in Concrete Composites and Structures - Chennai, India
Duration: 6 Jan 20058 Jan 2005

Conference

ConferenceInternational Conference on Advances in Concrete Composites and Structures
CountryIndia
CityChennai
Period06/01/200508/01/2005

Cite this

Neithalath, N., Pease, B. J., Moon, J-H., Rajabipour, F., Weiss, J., & Attiogbe, E. (2005). Moisture Gradient and Time-Dependent Crack Growth in Restrained Concrete Elements Subjected to Drying. In International Conference on Advances in Concrete Composites and Structures Chennai, India.
Neithalath, Narayanan ; Pease, Bradley Justin ; Moon, Jae-Heum ; Rajabipour, Farshad ; Weiss, Jason ; Attiogbe, Emmanuel. / Moisture Gradient and Time-Dependent Crack Growth in Restrained Concrete Elements Subjected to Drying. International Conference on Advances in Concrete Composites and Structures. Chennai, India, 2005.
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Neithalath, N, Pease, BJ, Moon, J-H, Rajabipour, F, Weiss, J & Attiogbe, E 2005, Moisture Gradient and Time-Dependent Crack Growth in Restrained Concrete Elements Subjected to Drying. in International Conference on Advances in Concrete Composites and Structures. Chennai, India, International Conference on Advances in Concrete Composites and Structures, Chennai, India, 06/01/2005.

Moisture Gradient and Time-Dependent Crack Growth in Restrained Concrete Elements Subjected to Drying. / Neithalath, Narayanan; Pease, Bradley Justin; Moon, Jae-Heum; Rajabipour, Farshad; Weiss, Jason; Attiogbe, Emmanuel.

International Conference on Advances in Concrete Composites and Structures. Chennai, India, 2005.

Research output: Chapter in Book/Report/Conference proceedingArticle in proceedingsResearchpeer-review

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T1 - Moisture Gradient and Time-Dependent Crack Growth in Restrained Concrete Elements Subjected to Drying

AU - Neithalath, Narayanan

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AU - Moon, Jae-Heum

AU - Rajabipour, Farshad

AU - Weiss, Jason

AU - Attiogbe, Emmanuel

PY - 2005

Y1 - 2005

N2 - Recent research has shown that the risk of early-age shrinkage cracking in concrete is influenced by many factors including the rate of shrinkage, the rate of strength development, the degree of restraint, and the extent of stress relaxation (creep). Previous research introduced an analytical model to predict residual stress development in restrained concrete elements, however this model assumed that the concrete was undamaged (i.e., uncracked) at each age before determining if the increase in shrinkage was significant enough to cause failure. This paper presents an approach to account for the role of moisture gradients on residual stress development that considers stable crack growth in restrained specimens over time. The model can be used to illustrate how alterations in binder composition (i.e., changes in ultimate shrinkage and autogenous/drying effects) change the residual stresses that develop and the resulting potential for cracking.

AB - Recent research has shown that the risk of early-age shrinkage cracking in concrete is influenced by many factors including the rate of shrinkage, the rate of strength development, the degree of restraint, and the extent of stress relaxation (creep). Previous research introduced an analytical model to predict residual stress development in restrained concrete elements, however this model assumed that the concrete was undamaged (i.e., uncracked) at each age before determining if the increase in shrinkage was significant enough to cause failure. This paper presents an approach to account for the role of moisture gradients on residual stress development that considers stable crack growth in restrained specimens over time. The model can be used to illustrate how alterations in binder composition (i.e., changes in ultimate shrinkage and autogenous/drying effects) change the residual stresses that develop and the resulting potential for cracking.

M3 - Article in proceedings

BT - International Conference on Advances in Concrete Composites and Structures

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ER -

Neithalath N, Pease BJ, Moon J-H, Rajabipour F, Weiss J, Attiogbe E. Moisture Gradient and Time-Dependent Crack Growth in Restrained Concrete Elements Subjected to Drying. In International Conference on Advances in Concrete Composites and Structures. Chennai, India. 2005