A. Bascoul
University of Toulouse
PhysicsEngineeringTest methodDeformation (engineering)Round robin testComposite materialCompression (physics)Materials scienceStress pathBoundary frictionTraction (orthopedics)SofteningStrain softeningUniaxial compressionBiaxial testThin slabCompressive strengthHullSolid mechanicsDuctilityStructural engineering
Publications 4
#1Surendra P. ShahH-Index: 114
#2J. G.M. Van MicrH-Index: 1
Last. J. P. UlfkjxrH-Index: 1
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9 Citations
#1J.G.M. van Mier (TU Delft: Delft University of Technology)H-Index: 23
#2Surendra P. ShahH-Index: 114
Last. D. Zissopoulos (Imperial College London)H-Index: 1
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0025-5432/97 © RILEM tory cast its own specimens following a prescribed recipe. The pre-peak behaviour was found to be independent of specimen slenderness when low friction loading platens were used. However, for all loading systems a strong increase of (post-peak) ductility was found with decreasing specimen slenderness. Analysis of the results, and comparison with data from literature, showed that irrespective of the loading system used, a perfect localization of deformations occured in the po...
141 CitationsSource
Last. J. L. Granju (University of Toulouse)H-Index: 1
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5 CitationsSource
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Ce rapport final, apres une introduction (Habib,P) sur les aspects nouveaux du comportement du beton dont l'examen au cours de la derniere decennie a eu un retentissement sur l'etude du comportement triaxial (trajet de chargement, endommagement, localisation) comporte les communications suivantes : Comportement du beton sous contraintes pluriaxiales : quelques observations sur l'etat de l'art (Fumagalli,E) - Essais sur cylindres : technique et resultats experimentaux (Bellotti,R - Rossi,P) - Etu...