FraMCoS 3 1998 Gifu, Japan

Simulation of Local Failure of Concrete Plates on the Basis of Error Control

This paper reports on the simulation of localized failure by means of the finite element method (FEM). The quality of results is controlled by estimating the error and adapting the mesh accordingly. An incre- mental error measure applicable to elastoplastic…

First page of: Simulation of Local Failure of Concrete Plates on the Basis of Error Control
Year 1998
File Size 1.1 MB
Download PDF (1.1 MB)

Abstract

This paper reports on the simulation of localized failure by means of the finite element method (FEM). The quality of results is controlled by estimating the error and adapting the mesh accordingly. An incre- mental error measure applicable to elastoplastic problems is employed. It forms the basis for adaptive mesh refinement (AMR). For the gen- eration of the mesh, the advancing front technique is employed. This technique is extended to permit an alignment of the mesh, which may be important in case of localization. Attempting to preserve the ob- jectivity of the FE results for this case, the fictitious crack concept is employed. Its influence on the adaptive calculation scheme, including the restart of the computation at a certain load level, is discussed. The transfer of variables on the basis of the proposed calculation strategy is illustrated by means of two example problems. The impact of differ- ent prescribed error thresholds on the ultimate load is discussed in the third example.