Abstract
In this paper it is discussed how to choose and use a linear creep function to analyze the creep of concrete. Certain boundary conditions for a creep function are presented. With the help of an aging Kelvin-Voigt model, the physical significance of the boundary conditions can be proved. According to the principle of superposition, two integral types of the constitutive law are compared, and the generally correct form is pointed out, which is necessary to compute creep under influences of time-dependent variables such as temperature and humidity.
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References
ACI Committee 209: Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures. Reported by Subcommittee II, Report No. ACI 209 R-82, ACI Publication SP-76, 1982.
Alda, W.: Zum Schwingkriechen von Beton. Dissertation, TU Braunschweig, 1978.
Bažant, Z.P.: Material Models for Structural Creep Analysis, Chapter 2, Fourth Rilem International Symposium on Creep and Shrinkage of Concrete: Mathematical Modeling, Northwestern University, Illinois, USA, 1986.
Bažant, Z.P.: Concrete Creep at Variable Humidity: Constitutive Law and Mechanisms. Materials and Structures, RILEM, Vol.18, No.103, 1985.
Bažant, Z.P., Osman, E.: Double Power Law for Basic Creep of Concrete, Materials and Structures, RILEM, Vol.9, No.49, 1976.
CEB/FIP Model Code 1990, Bulletin D’Information No.195, CEB Comite Euro-International du Beton. March 1990
DIN 4227 Teil 1, 1988, sowie Erläuterungen zu DIN 4227 Spannbeton. Deutscher Ausschüßfür Stahlbeton, Heft 320, Beuth Verlag GmbH, Berlin 1989.
McHenry, D.: A New Aspect of Creep in Concrete and its Application to Design. Proceedings ASTM, Vol.43, 1943.
Müller, H.S.: Zur Vorhersage des Kriechens von Konstruktionsbeton. Dissertation, Universität Karlsruhe, 1986.
Neville, A.M., Dilger, W.H., Brooks, J.J.: Creep of Plain & Structural Concrete, Construction Press, London and New York, 1983.
PfefFerle, R.: Zur Theorie des Betonkriechens. Dissertation, Universität Karlsruhe, 1971.
Schade, D.: Einige eindimensionale Ansätze zur Berechnung des Kriechens und der Relaxation von Betontragwerken. Beton- und Stahlbetonbau, 3/1972.
Shkoukani, H., Walraven, J.C.: Time Dependent Behaviour of Concrete at Elevated Temperatures, Darmstadt Concrete, Vol.3, 1988.
Shen, J.H.: Nonlinear Rheological Modeling for Concrete in Uniaxial Compression. Darmstadt Concrete, Vol.5, 1990.
Shen, J.H.: Lineare und nichtlineare Theorie des Kriechens und der Relaxation von Beton unter Druckbeanspruchung. Dissertation (in preparation), Technische Hochschule Darmstadt, 1991.
Springenschmid, R., Wagner, G.U., Schwarzkopf, M.: Temperaturspannungen in Beton bei sommerlicher Erwärmung, Bauingenieur 53, 1978.
Trost, H.: Auswirkungen des Superpositionsprinzips auf Kriech- und Relaxationsprobleme bei Beton und Spannbeton. Beton- und Stahlbetonbau, 10/1967.
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© 1991 Elsevier Science Publishers Ltd
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Walraven, J.C., Shen, J.H. (1991). On the Applicability of the Superposition Principle in Concrete Creep. In: Cocks, A.C.F., Ponter, A.R.S. (eds) Mechanics of Creep Brittle Materials 2. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-3688-4_24
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DOI: https://doi.org/10.1007/978-94-011-3688-4_24
Publisher Name: Springer, Dordrecht
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