Thermal cracking in concrete at early ages : proceedings of the International Symposium held by RILEM (The International Union of Testing and Research Laboratories for Materials and Structures) at the Technical University of Munich and organized by RILEM Technical Committee 119 and the Institute of Building Materials of the Technical University of Munich, Germany. The Symposium is supported by the Japan Concrete Institute (JCI), the German Concrete Association (DBV), the Association of the Bavarian Building Industry (BBIV), and the American Concrete Institute (ACI). Munich October 10-12,1994

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書誌事項

Thermal cracking in concrete at early ages : proceedings of the International Symposium held by RILEM (The International Union of Testing and Research Laboratories for Materials and Structures) at the Technical University of Munich and organized by RILEM Technical Committee 119 and the Institute of Building Materials of the Technical University of Munich, Germany. The Symposium is supported by the Japan Concrete Institute (JCI), the German Concrete Association (DBV), the Association of the Bavarian Building Industry (BBIV), and the American Concrete Institute (ACI). Munich October 10-12,1994

edited by R. Springenschmid

（RILEM proceedings, 25）

E & FN Spon, 1995

1st ed

タイトル別名

Thermal cracking in concrete at early ages : proceedings of the International RILEM Symposium

大学図書館所蔵 件 / 全9件

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注記

Includes references and indexes

内容説明・目次

内容説明

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 concrete, non-thermal effects, are decisive for sensitivity to cracking. Determining thses stresses in the laboratory and in construction components has led to a clearer understanding of how they develop and how to optimize mix design, temperature and curing conditions. New testing equipment has enabled the effects of all the important parameters to be qualified and more reliable models for predictiong restraint stresses to be developed. Thermal Cracking in Conrete at Early Ages contains 56 contributions by leading international specialists presented at the RILEM Symposium held in October 1994 at the Technical University of Munich. It will be valuable for construction and site engineers, concrete technologists and scientists.

目次

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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