FraMCoS 2 1995 Zurich, Switzerland

Determination of Tension Softening Diagrams of Various Kinds of Concrete by Means of Numerical Analysis

Poly-linear approximation method combined with FE-analysis usmg fictitious crack model is introduced. accuracy and validity of the method are examined by the numerical analysis. The poly-linear approximation method is applied to various kinds of concrete including porous concrete and fiber…

First page of: Determination of Tension Softening Diagrams of Various Kinds of Concrete by Means of Numerical Analysis
Year 1995
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Abstract

Poly-linear approximation method combined with FE-analysis usmg fictitious crack model is introduced. accuracy and validity of the method are examined by the numerical analysis. The poly-linear approximation method is applied to various kinds of concrete including porous concrete and fiber reinforced high strength concrete to determine the tension softening diagrams and also to certify the validity of the method.