This monograph is written based on the author’s research on the assessment, control, and repair of cracking of early-age concrete in the recent decade. The technique of internal curing for increasing cracking resistance of early-age concrete is further developed through experimental and theoretical research. It establishes models for predicting the internal relative humidity and autogenous shrinkage of internally cured concrete at early age; reveals the variation law and mechanism of early-age tensile creep of internally cured concrete; and explores the variation law and mechanism of early-age cracking resistance of internally cured concrete under continuous restrained condition or uniaxial restrained condition. It is designed as a reference work for professionals or practitioners and a textbook for undergraduates or postgraduates. As such, this book provides valuable knowledge, useful methods, and practical experience that can be considered in the field of concrete cracking control.
表中的内容
Introduction.- Internal relative humidity of early-age internally cured concrete.- Autogenous shrinkage of early-age internally cured concrete.- Tensile creep of early-age internally cured concrete with SAPs.
关于作者
Dejian Shen is a professor at the College of Civil and Transportation Engineering, Hohai University. He has published 1 monograph, more than 160 papers including over 90 SCI-indexed papers (5 ESI highly cited papers and 1 ESI hot paper), and more than 90 patents.
His research interests include:
• Assessment, control, and repair of early-age cracks in reinforced concrete structures
• Seismic performance and design method for prefabricated construction
• FRP technology for repairing damaged and corroded reinforced concrete structures
• Quantum chemical simulation, molecular dynamics simulation and multiscale simulation for concrete.
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