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Title: Early-Age Cracking in Reconstructed Concrete Bridge Barrier Walls

Author(s): Daniel Cusson and Wellington Repette

Publication: Materials Journal

Volume: 97

Issue: 4

Appears on pages(s): 438-446

Keywords: crack; creep; shrinkage; vibration.

DOI: 10.14359/7407

Date: 7/1/2000

Abstract:
An assessment of newly reconstructed reinforced concrete barrier walls on a highway bridge in Montreal indicated intense transverse cracking only a few days after concreting. Subsequent inspection of other concrete bridges in urban areas confirmed that such cracking is not uncommon in rehabilitated bridges. Analytical models, together with field and estimated data, were used to study the magnitude and roles of the factors that are the probable cause of this cracking. The results indicate that a combination of factors, such as temperature gradients, differential shrinkage, and vibration due to traffic circulation, generated stresses that exceeded the low tensile strength of the young concrete.


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