There is a tradition to organize IUTAM Symposia "Creep in Structures" every ten years: the first Symposium was organized by N.J. Hoff in Stan ford (1960), the second one by J. Hult in Goteborg (1970), and the third one by A.R.S. Ponter in Leicester (1980). The fourth Symposium in Cracow, September 1990, gathered 123 par ticipants from 21 countries and reflected rapid development of the theory, experimental research and structural applications of creep and viscoplas ticity, including damage and rupture. Indeed, the scope of the Sympo sium was broad, maybe even too broad, but it was kept according to the tradition. Probably the chairman of "Creep in Structures V" in the year 2000 (if organized at all) will be forced to confine the scope substantially. Participation in the Symposium was reserved for invited participants, suggested by members of the Scientific Committee. Total number of sug gestions was very large and the response - unexpectedly high. Apart from several papers rejected, as being out of scope, over 100 papers were accepted for presentation. A somewhat unconventional way of presenta tion was introduced to provide ample time for fruitful and well prepared discussions: besides general lectures (30 minutes each), all the remain ing papers were presented as short introductory lectures (10 minutes) followed by a I-hour poster discussion with the authors and then by a general discussion. Such an approach made it possible to present general ideas orally, and then to discuss all the papers through and through.
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.
The book is of interest to practicing engineers, researchers, educators and graduate students.
Murakami, S., Sanomura, Y. (1985): Creep and creep damage of copper under multi- axial states of stress. In: Sawczuk, A., Bianchi, ... Odqvist, F.K.G. (1974): Mathematical Theory of Creep and Creep Rupture. Oxford University Press ...
This book brings together up to date information from research and practice about the interaction between moisture changes and mechanical loading, which may lead to excessive deflections or joint movements in timber structures.
Creep of Plain and Structural Concrete
Creep and Shrinkage in Concrete Structures
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
Creep Problems in Structural Members
These contributions together with summaries of two panel discussions are being published in this volume. All serious of the meeting have been introduced by invited lectures.
6 CONCLUSIONS A Bayesian screening model was applied using MCMC to examine the most significant parameters affecting shrinkage of concrete. Eleven parameters describing the concrete mix, the drying period, the age where curing stopped ...