Thermal Cracking in Concrete at Early Ages: Proceedings of the International RILEM Symposium
Restraint and intrinsic stresses in concrete at early ages are vitally important for concrete structures which must remain free of water-permeable cracks, such as water-retaining structures, tunnel linings, locks and dams. The development of hydration heat, stiffness and strength, also the degree of restraint and, especially for high-strength concr
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Thermal Cracking in Concrete at Early Ages: Proceedings of the International RILEM Symposium
Restraint and intrinsic stresses in concrete at early ages are vitally important for concrete structures which must remain free of water-permeable cracks, such as water-retaining structures, tunnel linings, locks and dams. The development of hydration heat, stiffness and strength, also the degree of restraint and, especially for high-strength concr
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Thermal Cracking in Concrete at Early Ages: Proceedings of the International RILEM Symposium

Thermal Cracking in Concrete at Early Ages: Proceedings of the International RILEM Symposium

by R. Springenschmid (Editor)
Thermal Cracking in Concrete at Early Ages: Proceedings of the International RILEM Symposium

Thermal Cracking in Concrete at Early Ages: Proceedings of the International RILEM Symposium

by R. Springenschmid (Editor)

eBook

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Overview

Restraint and intrinsic stresses in concrete at early ages are vitally important for concrete structures which must remain free of water-permeable cracks, such as water-retaining structures, tunnel linings, locks and dams. The development of hydration heat, stiffness and strength, also the degree of restraint and, especially for high-strength concr

Product Details

ISBN-13: 9781040190708
Publisher: CRC Press
Publication date: 10/13/1994
Sold by: Barnes & Noble
Format: eBook
Pages: 960
File size: 20 MB
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About the Author

R. Springenschmid was Professor for construction materials at the esteemed Technical University Munich for 25 years from 1973 to 1998.

Table of Contents

Part One Heat of Hydration. Part Two Prediction of Temperature Development. Part Three Determination and Modelling of Mechanical Properties. Part Four Measurement of Thermal Stresses in the Laboratory. Part Five Measurement of Thermal Stresses in Situ. Part Six Influence of Constituents and Composition of Concrete on Cracking Sensitivity. Part Seven Computational Assessment of Stresses and Cracking. Part Eight Practical Measures for Avoidance of Cracking - Case Records.
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