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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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樓主: CT951
31#
發(fā)表于 2025-3-26 21:57:53 | 只看該作者
32#
發(fā)表于 2025-3-27 04:21:20 | 只看該作者
Heuristik: Integration der drei Zug?nge, is the elastic coupling element. The force that is induced in it can be increased through prestressing. The prestraining required creates a constraint. The system is indeterminate to the first degree.
33#
發(fā)表于 2025-3-27 08:39:30 | 只看該作者
Forschungsmethodik und -prozessrestressing, tension members may be combined into one member only if they are in approximately the same location within the cross section and if they have the same prestress. On the other hand, when studying the effect of a sustained load or a constraint, including shrinkage, neighboring reinforcing
34#
發(fā)表于 2025-3-27 13:06:57 | 只看該作者
http://image.papertrans.cn/c/image/239660.jpg
35#
發(fā)表于 2025-3-27 15:47:39 | 只看該作者
Heinz Herwig,Andreas MoschallskiWhen calculating the effects of creep and shrinkage on the behavior of concrete structures, three problem areas are of particular importance:
36#
發(fā)表于 2025-3-27 20:29:31 | 只看該作者
Heinz Herwig,Andreas MoschallskiIn order to facilitate an understanding of the effect that creep and shrinkage have on a given structure, it is useful to break down the stresses and action effects1 occurring in a reinforced concrete structure into the following groups:
37#
發(fā)表于 2025-3-27 23:07:27 | 只看該作者
38#
發(fā)表于 2025-3-28 05:13:12 | 只看該作者
39#
發(fā)表于 2025-3-28 07:35:28 | 只看該作者
https://doi.org/10.1007/978-3-658-06212-5The rate of hydration, and consequently the time-related process of strength development of concrete, depends on the type of cement used. In Fig. 2.1,. the coefficient. for concrete made of normal cement (Type I), of rapid.Figure 2.1. Coefficient .to describe the effect of concrete age on concrete compressivestrength.
40#
發(fā)表于 2025-3-28 13:41:07 | 只看該作者
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