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3D Smeared Fracture FE-Analysis of Concrete Structures
In the present paper, a finite element code based on the microplane model for concrete is used for the analysis of recently proposed EDF benchmark examples. Four numerical cased are considered: resonnse of concrete constitutive law under uniaxial cyclic loading, mixed tension-shear test (Willam's test) at the constitutive level, shear failure of reinforced concrete beam with and without shear reinforcement and mixed mode failure (Nooru-Mohamed test). In the numerical studies the three-dimensional eight node solid finite elements with eight integration points are employed. As a regularisation procedure the crack band method is used. The numerical results are compared with available experimental data that were only partly known before the study was performed.
3D Smeared Fracture FE-Analysis of Concrete Structures
In the present paper, a finite element code based on the microplane model for concrete is used for the analysis of recently proposed EDF benchmark examples. Four numerical cased are considered: resonnse of concrete constitutive law under uniaxial cyclic loading, mixed tension-shear test (Willam's test) at the constitutive level, shear failure of reinforced concrete beam with and without shear reinforcement and mixed mode failure (Nooru-Mohamed test). In the numerical studies the three-dimensional eight node solid finite elements with eight integration points are employed. As a regularisation procedure the crack band method is used. The numerical results are compared with available experimental data that were only partly known before the study was performed.
3D Smeared Fracture FE-Analysis of Concrete Structures
Ožbolt, Joško (Autor:in) / Li, Yijun J. (Autor:in)
Revue Française de Génie Civil ; 7 ; 659-678
01.05.2003
20 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
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