By P. Stroeven (auth.), A. M. Brandt, I. H. Marshall (eds.)
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Extra resources for Brittle Matrix Composites 3
This simulation has been considered as the critical limit state. As test results the fringes was registered isochromatics distribution phtoelastically and the force in reinforcement was calculated after the strain measurements . On that basis the state of stresses was determined at the critical limit state. 0 N and ultimate moment M = 40 . 0 Nm) is given in Figs . 3 and 4 . 2. Typical details of the photoelastic models of the model reinf o rced reinforced beams . a) dimensions of the classically (2 r/> 2 .
Int. J. of Fract. 34, 85-109, 1987. 6. Szmelter J. The Finite Element Programs. Arkady, Warsaw, 1973. 7. Zienkiewicz O. C. The Finite Element Method Science. Mc Graw - Hill, London, 1971. in Engineering 40 A COMPUTER AIDED METHOD OF CHARACTERIZATION GLASS/CEMENT COMPOSITBS. OF DAMAGE IN J. FRANCOIS-BRAZIER*, Y. SURREL**, J. THltRY*, A. VAUTRIN**. * CENTRE DE RECHERCHES DE PONT-A-MOUSSON BP 109, 54704 PONT-A-MOUSSON, FRANCE. ** ECOLE DES MINES DE SAINT-ETIENNE Departement Mecanique et Materiaux 158, cours Fauriel 42023 ST-ETIENNE CEDEX 2, FRANCE.
I>< " , f/t/ c '/ v,\. " ~: ,F"";'r--. , '':l ~. 5. Finite element mesh and the distribution of stresses. 3 FRINGES 34 . 6 OBTAINED 40 . 0 Fig. 6. Isochromatic fringe patterns distribution: before cracking and corresponding to rack propagation a and the force Pi 38 5 . 7. a) b) model Fig . 7 . Numerical and experimental results of the to compression loading . a) finite element mesh and subjected isochromatic fringe patterns distribution obtained numericallY using FEM and in the photoelastic model of the concrete, b) isochromatic fringes obtained from numerical calculations and experimentals in the photoelastic coating on the model surface and the crack distribution in the model of the concrete.