Creep and Shrinkage in Concrete Structures
Author: Z. P. Bažant
Publisher: John Wiley & Sons
Published: 1982
Total Pages: 384
ISBN-13:
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Author: Z. P. Bažant
Publisher: John Wiley & Sons
Published: 1982
Total Pages: 384
ISBN-13:
DOWNLOAD EBOOKAuthor: Hubert Rüsch
Publisher: Springer Science & Business Media
Published: 2012-12-06
Total Pages: 296
ISBN-13: 1461254248
DOWNLOAD EBOOKThis book is based on Reinforced Concrete-Prestressed Concrete, Volume 2, Accounting for the Effects of Creep and Shrinkage on the Behavior of Structural Systems by Hubert Rusch and Dieter Jungwirth, which appeared in German in 1976. Even then, it was Hubert Rusch's fervent wish to have his thoughts on the deformations of concrete translated into English in order to reach a wider audience. His earlier efforts to contribute a study to the Series of Monographs of the Ameri can Institute had unfortunately not succeeded. Despite a serious illness, Hubert Rusch undertook, with his characteristic prudence and thoroughness, the preparatory work for the translation and related revision of his book. Unfortunately fate did not grant him the satisfaction of seeing his work completed. Hubert Rusch died on October 17, 1979. In writing this book, Hubert Rusch drew on his many years of devoted study of the creep problem. These investigations go back to 1934. His awareness of the plastic deformation of concrete under sustained load, which had been reported to him on the occasion of an American sojourn, led him to discover the causes of a major building collapse. At his urging, Professor A. Hummel published, in 1935, a critical survey of the test results then available on concrete creep.
Author: Dmitriĭ Dmitrievich Shostakovich
Publisher:
Published: 1979
Total Pages:
ISBN-13:
DOWNLOAD EBOOKAuthor: Tada-aki Tanabe
Publisher: CRC Press
Published: 2008-09-01
Total Pages: 1552
ISBN-13: 0203882954
DOWNLOAD EBOOKCREEP, SHRINKAGE AND DURABILITY MECHANICS OF CONCRETE AND CONCRETE STRUCTURES contains the keynote lectures, technical reports and contributed papers presented at the Eighth International Conference on Creep, Shrinkage and Durability of Concrete and Concrete Structures (CONCREEP8, Ise-shima, Japan, 30 September - 2 October 2008). The topics covered
Author: Zdeněk P. Bažant
Publisher: Springer
Published: 2018-01-17
Total Pages: 960
ISBN-13: 9402411380
DOWNLOAD EBOOKThis comprehensive treatise covers in detail practical methods of analysis as well as advanced mathematical models for structures highly sensitive to creep and shrinkage. Effective computational algorithms for century-long creep effects in structures, moisture diffusion and high temperature effects are presented. The main design codes and recommendations (including RILEM B3 and B4) are critically compared. Statistical uncertainty of century-long predictions is analyzed and its reduction by extrapolation is discussed, with emphasis on updating based on short-time tests and on long-term measurements on existing structures. Testing methods and the statistics of large randomly collected databases are critically appraised and improvements of predictions of multi-decade relaxation of prestressing steel, cyclic creep in bridges, cracking damage, etc., are demonstrated. Important research directions, such as nanomechanical and probabilistic modeling, are identified, and the need for separating the long-lasting autogenous shrinkage of modern concretes from the creep and drying shrinkage data and introducing it into practical prediction models is emphasized. All the results are derived mathematically and justified as much as possible by extensive test data. The theoretical background in linear viscoelasticity with aging is covered in detail. The didactic style makes the book suitable as a textbook. Everything is properly explained, step by step, with a wealth of application examples as well as simple illustrations of the basic phenomena which could alternate as homeworks or exams. The book is of interest to practicing engineers, researchers, educators and graduate students.
Author: Franz-Josef Ulm
Publisher:
Published: 2013
Total Pages: 515
ISBN-13:
DOWNLOAD EBOOKAuthor: Raymond Ian Gilbert
Publisher: CRC Press
Published: 2010-09-15
Total Pages: 447
ISBN-13: 1482288710
DOWNLOAD EBOOKServiceability failures of concrete structures involving excessive cracking or deflection are relatively common, even in structures that comply with code requirements. This is often as a result of a failure to adequately account for the time-dependent deformations of concrete in the design of the structure. The serviceability provisions embodied in
Author: Z. P. Bažant
Publisher: Spon Press
Published: 1993-01-01
Total Pages: 934
ISBN-13: 9780419186304
DOWNLOAD EBOOKPresents the proceedings of the 5th RILEM International Symposium, held in Barcelona in September 1993. The papers discuss creep and shrinkage of concrete, and should be of interest to cement and concrete technologists and researchers, as well as structural engineers.
Author: Mark Fintel
Publisher:
Published: 1987
Total Pages: 48
ISBN-13:
DOWNLOAD EBOOKAuthor: R. Springenschmid
Publisher: CRC Press
Published: 1994-10-13
Total Pages: 500
ISBN-13: 9780419187103
DOWNLOAD EBOOKRestraint 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.