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Elements of poro-micromechanics applied to concrete
Abstract Linear elastic behavior of fluid saturated cement-based materials is first considered within a micromechanical framework. The damaging effect of saturated cracks is then examined for parallel cracks and for an isotropic distribution of the crack orientations. The principle of a theory of crack growth in saturated condition is also presented. The unsaturated conditions are briefly discussed. At last, these results are applied to the chemomechanical couplings induced by alkali-silica reaction in concrete.
Elements of poro-micromechanics applied to concrete
Abstract Linear elastic behavior of fluid saturated cement-based materials is first considered within a micromechanical framework. The damaging effect of saturated cracks is then examined for parallel cracks and for an isotropic distribution of the crack orientations. The principle of a theory of crack growth in saturated condition is also presented. The unsaturated conditions are briefly discussed. At last, these results are applied to the chemomechanical couplings induced by alkali-silica reaction in concrete.
Elements of poro-micromechanics applied to concrete
Dormieux, L. (Autor:in) / Lemarchand, E. (Autor:in) / Kondo, D. (Autor:in) / Fairbairn, E. (Autor:in)
2004
Aufsatz (Zeitschrift)
Englisch
Elements of poro-micromechanics applied to concrete
Springer Verlag | 2004
|Elements of poro-micromechanics applied to concrete
Online Contents | 2004
|Elements of poro-micromechanics applied to concrete
British Library Online Contents | 2004
|TECHNICAL PAPERS - Poro-Damage Approach Applied to Hydro-Fracture Analysis of Concrete
Online Contents | 2000
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