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Titlebook: Creep and Shrinkage; Their Effect on the Hubert Rüsch,Dieter Jungwirth,Hubert K. Hilsdorf Book 1983 Springer-Verlag New York Inc. 1983 Kri

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书目名称Creep and Shrinkage
副标题Their Effect on the
编辑Hubert Rüsch,Dieter Jungwirth,Hubert K. Hilsdorf
视频video
图书封面Titlebook: Creep and Shrinkage; Their Effect on the  Hubert Rüsch,Dieter Jungwirth,Hubert K. Hilsdorf Book 1983 Springer-Verlag New York Inc. 1983 Kri
描述This 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
出版日期Book 1983
关键词Kriechen; Schwinden; Stahlbeton; concrete; deformation; development; distribution; future; material; material
版次1
doihttps://doi.org/10.1007/978-1-4612-5424-9
isbn_softcover978-1-4612-5426-3
isbn_ebook978-1-4612-5424-9
copyrightSpringer-Verlag New York Inc. 1983
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,Ergebnisse: Blick zurück und nach vorn,tion 3.1.4 are valid for 28-day-old concrete. In addition, the type of aggregates and the rate of loading often have an effect that can no longer be disregarded, even when considering only the domain of normal concrete. More precise information on E, is also of importance for an estimate of deflections.
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https://doi.org/10.1007/978-3-658-06269-9r than creep because this behavior is studied experimentally as stress reduction under constant strain. However, in prestressed concrete the stress loss of the prestressing steel can only partially be described by relaxation because of the added effect of concrete creep.
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