STUDY ON A METHOD OF OBTAINING RHEOLOGICAL COEFFICIENTS OF HIGH-FLOW CONCRETE WITH NUMERICAL ANALYSIS

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  • 数値流体解析による高流動コンクリートのレオロジー定数評価法に関する研究
  • スウチ リュウタイ カイセキ ニ ヨル コウリュウドウ コンクリート ノ レオロジー テイスウ ヒョウカホウ ニ カンスル ケンキュウ

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Abstract

Numerical analysis was attempted to make clear the relationship between flow behavior in the slump flow test and rheological coefficients of high-flow concrete. Compared with experimental data, it was ascertained that numerical analysis simulates flow behavior in the slump flow test accurately, if plastic viscosity-yield value ratio, ηply, exceeds 1.0sec. Then the influence of plastic viscosity and yield value on reaching time in 200mm and 250mm radius, and also a method of obtaining rheologacal coefficients of high-flow concrete were demonstrated by using numerical analysis.

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