Multiscale Model for Creep of Shotcrete - From Logarithmic-Type Viscous Behavior of CSH at the μm-Scale to Macroscopic Tunnel Analysis

Author:

Pichler Christian1,Lackner Roman2,Mang Herbert A.1

Affiliation:

1. Institute for Mechanics of Materials and Structures, Vienna University of Technology, Austria.

2. FG Computational Mechanics, Technical University of Munich, Germany.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference45 articles.

1. Acker, P. and Ulm, F.-J. (2001). “Creep and shrinkage of concrete: physical origins and practical measurements.” Nuclear Engineering and Design, 203, 148-158.

2. Athrushi, S. A. (2003). “Tensile and compressive creep of early age concrete: testing and modelling.” Ph.D. thesis, The Norwegian University of Science and Technology, Trondheim, Norway.

3. Bazant, Z. P. (1979). “Thermodynamics of solidifying or melting viscoelastic material.” Journal of the Engineering Mechanics(ASCE), 105 (6), 933-952.

4. Bazant, Z. P. (1995). “Creep and damage in concrete.” In: Skalnet, J., Mindess, S. (Eds.), Materials Science of Concrete. American Ceramic Society, Westerville, OH, pp. 335-389.

5. Bazant, Z. P., Hauggard, A., Baweja, S. and Ulm, F.-J. (1997). “Microprestress solidification theory for concrete creep, part I: Aging and drying effects.” Journal of Engineering Mechanics (ASCE), 123 (11), 1188-1194.

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