TY - JOUR
T1 - Dynamic properties of concrete materials with high rates of tri-axial compressive loads
AU - Fujikake, K.
AU - Mori, K.
AU - Uebayashi, K.
AU - Ohno, T.
AU - Mizuno, J.
PY - 2000
Y1 - 2000
N2 - 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.
AB - 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.
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M3 - Conference article
AN - SCOPUS:4544224361
SN - 1462-6055
VL - 8
SP - 511
EP - 522
JO - Structures and Materials
JF - Structures and Materials
T2 - Sixth International Conference on Structures under Shock and Impact, SUSI VI
Y2 - 3 July 2000 through 5 July 2000
ER -