Experimental study of static and dynamic behavior of concrete under high confinement: Effect of coarse aggregate strength. (January 2016)

• Record Type: Journal Article
• Authors: Piotrowska, E.; Forquin, P.; Malecot, Y.
• Is Part Of: Mechanics of materials. Volume 92(2016:Jan.)
• Page Start: 164
• Page End: 174
• Publication Date: 2016-01
• Subjects: Concrete -- Coarse aggregate type -- High confinement -- Strain rate effect -- Split Hopkinson Pressure Bar; Strength of materials -- Periodicals; Mechanics, Applied -- Periodicals; Résistance des matériaux -- Périodiques; Mécanique appliquée -- Périodiques; Mechanics, Applied; Strength of materials; Periodicals; Electronic journals; 620.11
• DOI: 10.1016/j.mechmat.2015.09.005
• Languages: English
• ISSNs: 0167-6636

Abstract

Highlights: Two concretes made with different types of coarse aggregate are tested. The effect of loading path (triaxial compression vs. quasi-oedometric compression) is studied. The effect of strain rate in quasi-oedometric compression is studied. The effects of loading path and strain rate strongly depend on the aggregate nature. Abstract: This article focuses on the static and dynamic behavior of two concretes under very high pressure loaded at different strain rates. Concretes differ by the type of coarse aggregates (limestone or siliceous). Specimens are confined in an elastic steel ring, insuring a quasi-uniaxial strain state of loading during axial compression, the so-called quasi-oedometric compression (QOC) tests. The effect of the loading path is first investigated by comparing their response under static QOC tests to triaxial compression results. Compaction of concrete made with strong siliceous aggregates is much higher in QOC test than in triaxial compression test, contrary to concrete made with soft limestone aggregates. Both concretes are then subjected to Split Hopkinson Pressure Bar testing. At high strain rate volumetric stiffness and deviatoric strength of both concretes are increased. Moreover, the increase of concrete strength with strain rate is more pronounced for concrete made with limestone aggregates than with siliceous aggregates.