Experimental and numerical investigation of fracture in a cast aluminium alloy

被引:37
|
作者
Fagerholt, E. [1 ,2 ]
Dorum, C. [1 ,2 ,3 ]
Borvik, T. [1 ,2 ,4 ]
Laukli, H. I. [1 ,2 ,5 ]
Hopperstad, O. S. [1 ,2 ]
机构
[1] Norwegian Univ Sci & Technol, Ctr Res Based Innovat CRI, Struct Impact Lab SIMLab, NO-7491 Trondheim, Norway
[2] Norwegian Univ Sci & Technol, Dept Struct Engn, NO-7491 Trondheim, Norway
[3] SINTEF Mat & Chem, NO-7465 Trondheim, Norway
[4] Norwegian Def Estates Agcy, Dept Res & Dev, NO-0103 Oslo, Norway
[5] Norsk Hydro ASA, Res & Technol Dev, NO-6600 Sunndalsora, Norway
关键词
Arcan tests; Digital image correlation; Crack propagation; Stochastic variation; Element erosion; FIBER-REINFORCED MATERIALS; SI DIE-CASTINGS; DUCTILE FRACTURE; AL; SIMULATIONS; VARIABILITY; CALIBRATION; CRITERIA; MODELS; SHEAR;
D O I
10.1016/j.ijsolstr.2010.08.013
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper describes an experimental and numerical investigation on the fracture behaviour of a cast AlSi9MgMn aluminium alloy. In the experiments, a modified Arcan test set-up was used to study mixed-mode fracture. During testing, the tension load and the displacement of the actuator of the test machine were recorded, simultaneously as a high-resolution digital camera was used to record a speckle-patterned surface of the specimen. The recorded images were post-processed using an in-house digital image correlation (DIC) software to obtain information of the displacement and strain fields in the specimen during the test. In addition, some newly implemented features in the DIC software allowed us to detect and follow the crack propagation in the material. The numerical calculations were carried out with a user-defined material model implemented in an explicit finite element code. In the model, the material behaviour is described by the classical J(2) flow theory, while fracture was modelled by the Cock-croft-Latham criterion, assuming the fracture parameter to follow a modified weakest-link Weibull distribution. With the proposed probabilistic fracture modelling approach, the fracture parameter can be introduced as a random variable in the finite element simulations. Crack propagation was modelled by element erosion, and a non-local damage formulation was used to reduce mesh-size sensitivity. To reveal the effect of mesh density and meshing technique on the force-displacement curves and the crack propagation, several different meshes were used in the numerical simulations of the modified Arcan tests. The numerical results were finally compared to the experimental data and the agreement between the measured and predicted response was evaluated. (C) 2010 Published by Elsevier Ltd.
引用
收藏
页码:3352 / 3365
页数:14
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