Creep, Shrinkage and Durability Mechanics of Concrete and by Tanabe, Tada-aki

By Tanabe, Tada-aki

CREEP, SHRINKAGE and sturdiness MECHANICS OF CONCRETE and urban constructions comprises the keynote lectures, technical studies and contributed papers provided on the 8th foreign convention on Creep, Shrinkage and sturdiness of Concrete and urban constructions (CONCREEP8, Ise-shima, Japan, 30 September - 2 October 2008). the subjects lined include:
- Micro structural characterization and micro-mechanics of creep and shrinkage
- Multiphase and multi-scale methods to creep, shrinkage and durability
- Creep and shrinkage of early age concrete
- interplay among creep and fracture in cement dependent materials
- Structural mechanics of creep and shrinkage
- Creep, shrinkage, and sturdiness of latest concrete products
- Shrinkage lowering equipment and admixtures
- Deterioration kinetics of concrete constructions in competitive environments and its modeling
- longevity mechanics of concrete and urban structures
- trying out equipment of sturdiness similar characteristics
- layout, common suggestions, and Codes
CREEP, SHRINKAGE and sturdiness MECHANICS OF CONCRETE and urban buildings should be of curiosity to teachers, engineers and pros desirous about concrete and urban buildings

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Additional info for Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures, Two Volume Set: Proceedings of the CONCREEP 8 conference held in Ise-Shima, Japan, 30 September - 2 October 2008

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V. V. 1985. Inclusion of structural forces in the theory of stability of colloids and films. Journal of Colloid and Interface Science 103(2): 542–553. , Lassabatère T. & Barogehl-Bouny V. 2004. Materials and Structures 37: 15–20. F. H. 1987. Shrinkage mechanisms of hardened cement paste. Cement and Concrete Research 17: 453–464. S. & McIntosh R. 1947. Length changes of activated carbon rods caused by adsorption of vapors. The Journal of Chemical Physics 15(1): 28–38. , Acker, P. & Ehrlacher A. 1995.

Schmidt (1976). Experimental study of creep of hardened portland cement paste at variable water content. Materials and Structures 9 (4), 279–290. P. C. Chern (1985). Concrete creep at variable humidity: constitutive law and mechanism. Materials and Structures 18 (1), 1–20. B. Hauggaard, S. -J. Ulm (1997). Microprestress solidification theory for concrete creep. I: Aging and drying effects. ASCE Journal of Engineering Mechanics 123 (11), 1188–1194. H. Hemann, H. J. Najjar (1973). A thin-wall cement paste cylinder for creep tests at variable humidity or temperature.

The density of the globule is modeled as follows. Water contained in different types of spaces has a unique effect on the measured C-S-H density (Jennings 2008a; Jennings 2008b). If fH is volume fraction of water in either the interlayer space or on the outside surface (both of which expand the volume of solid) the density of the particle is: ρCSH +H = ρCSH − ( fH (ρCSH − ρH )) (2) where ρCSH +H is the density of C-S-H including any water on the surface or in the interlayer space and ρCSH is the density of C-S-H without any surface or interlayer evaporable water, and ρH is the density of water.

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