Chapter 14: Dimensional stability and deformation
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Published:2009
Andrew J. Boyd, Charles A. Ishee, Christopher Ferraro, 2009. "Chapter 14: Dimensional stability and deformation", ICE manual of Construction Materials: Volume I: Fundamentals and theory; Concrete; Asphalts in road construction; Masonry, Mike Forde
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Being a brittle material, concrete is subject to cracking at relatively low tensile strains. Such strains can develop due to a number of different factors, all of which must be considered when designing concrete elements or structures, since cracking can significantly degrade both the mechanical behaviour and durability of concrete components. The main factors contributing to strain development in concrete include drying shrinkage, swelling, stress-induced deformation (nominal elastic and compressive creep), temperature effects and constituent material properties. Any of these factors can lead to volume change and cracking in a concrete element.
Contents
Introduction
Drying shrinkage
Swelling
Stress-induced deformation
Temperature effects
Factors influencing dimensional stability and deformation
Summary
References
Further reading
