The practical design of slender concrete compression
members is ususally based on
simplified calculation methods. The methods given in
e.g. Eurocode 2 (2004) and FIP recommendations
(1999) are based on extensive calibrations
against accurate second order non-linear analysis.
In this analysis, however, the time-dependent
effects in concrete were taken into account in
a simplified way. Thus, creep was modelled with
an extended stress-strain curve for the concrete,
whereas shrinkage and strength increase were
ignored. In this book the significance of the
mentioned simplifications is studied by systematic
comparisons with a more accurate analysis, where the
time-dependent effects are taken into account
in a more fundamental way. The accurate analysis is
also used for comparisons with the results of a
large number of tests on slender concrete columns.
The conclusions are that the simplified way of
taking account of the time depend effects is
sufficiently accurate as a basis for simplified
design methods, and that the accurate analysis -
using material models from MC90 and Eurocode 2 -
generally gives good agreement with the test results.
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Taschenbuch. Zustand: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The practical design of slender concrete compression members is ususally based on simplified calculation methods. The methods given in e.g. Eurocode 2 (2004) and FIP recommendations (1999) are based on extensive calibrations against accurate second order non-linear analysis. In this analysis, however, the time-dependent effects in concrete were taken into account in a simplified way. Thus, creep was modelled with an extended stress-strain curve for the concrete, whereas shrinkage and strength increase were ignored. In this book the significance of the mentioned simplifications is studied by systematic comparisons with a more accurate analysis, where the time-dependent effects are taken into account in a more fundamental way. The accurate analysis is also used for comparisons with the results of a large number of tests on slender concrete columns. The conclusions are that the simplified way of taking account of the time depend effects is sufficiently accurate as a basis for simplified design methods, and that the accurate analysis - using material models from MC90 and Eurocode 2 - generally gives good agreement with the test results. Bestandsnummer des Verkäufers 9783639109863
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Taschenbuch. Zustand: Neu. Time-dependent Effects in Slender Concrete Columns | The Effects of Creep, Shrinkage and Strength Increase in the Analysis and Design of Columns and Other Slender Concrete Compression Members | Bo Westerberg | Taschenbuch | Kartoniert / Broschiert | Englisch | 2013 | VDM Verlag Dr. Müller | EAN 9783639109863 | Verantwortliche Person für die EU: OmniScriptum GmbH & Co. KG, Bahnhofstr. 28, 66111 Saarbrücken, info[at]akademikerverlag[dot]de | Anbieter: preigu. Bestandsnummer des Verkäufers 101687477
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