Dynamic properties of concrete materials with high rates of tri-axial compressive loads

K. Fujikake, K. Mori, K. Uebayashi, T. Ohno, J. Mizuno

Research output: Contribution to journalConference article

29 Citations (Scopus)

Abstract

This study is to find the dynamic properties of concrete materials under both high strain-rates and biaxial stress states and to formulate the dynamic constitutive model of concrete. Thus, triaxial rapid compressive loading tests for concrete specimens were executed. In tests, the compressive strength of concrete, the confining pressure and the loading rates were chosen as test parameters. Based on test results, the influence of these parameters on the mechanical properties of concrete are examined, and then the constitutive model of concrete with the stain-rate effects is proposed.

Original languageEnglish
Pages (from-to)511-522
Number of pages12
JournalStructures and Materials
Volume8
Publication statusPublished - 2000 Dec 1
Externally publishedYes
EventSixth International Conference on Structures under Shock and Impact, SUSI VI - Cambridge, United Kingdom
Duration: 2000 Jul 32000 Jul 5

ASJC Scopus subject areas

  • Engineering(all)

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