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

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

研究成果: Conference article

28 引用 (Scopus)

抜粋

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.

元の言語English
ページ(範囲)511-522
ページ数12
ジャーナルStructures and Materials
8
出版物ステータスPublished - 2000 12 1
イベントSixth International Conference on Structures under Shock and Impact, SUSI VI - Cambridge, United Kingdom
継続期間: 2000 7 32000 7 5

    フィンガープリント

ASJC Scopus subject areas

  • Engineering(all)

これを引用