Assessment of Post-Restrained Shrinkage Mechanical Properties of Concrete
Restrained shrinkage-induced cracks can cause issues with serviceability, structural integrity, and durability in concrete, but are difficult to predict. This paper proposes a simple and economical test rig for restrained shrinkage and associated procedures to assess the post-shrinkage mechanical pr...
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Veröffentlicht in: | ACI materials journal 2016-05, Vol.113 (3), p.267-267 |
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creator | Younis, Khaleel H Pilakoutas, Kypros |
description | Restrained shrinkage-induced cracks can cause issues with serviceability, structural integrity, and durability in concrete, but are difficult to predict. This paper proposes a simple and economical test rig for restrained shrinkage and associated procedures to assess the post-shrinkage mechanical properties (compressive and flexural strength) of concrete. The results show that the restraining factor of the proposed rig is dependent on the time and the stiffness of the concrete. Results of residual mechanical properties show that restrained shrinkage-induced cracks can affect the mechanical behavior (flexural and compressive strength and stiffness) of concrete by up to 21%. |
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source | American Concrete Institute Online Journal Archives |
subjects | Analysis Compressive strength Concrete pavements Concretes Constraining Cracks Educational evaluation Flexural strength Mechanical properties Shrinkage Stiffness Tensile strength |
title | Assessment of Post-Restrained Shrinkage Mechanical Properties of Concrete |
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