Unification of stress intensity factor (SIF) extraction methods with an h-adaptive finite element scheme

2001 ◽  
Vol 17 (7) ◽  
pp. 509-520 ◽  
Author(s):  
K. S. R. K. Murthy ◽  
M. Mukhopadhyay

The engineer is frequently confronted with the need to solve boundary-value problems where the first derivative, for example, of the solution is discontinuous at one or more points. Solution of such problems by ordinary application of the finite element scheme often proves unsatisfactory when the I singularity ’ is of the type which cannot be removed at the start of the calculation. The paper illustrates some of the consequences which arise from these ordinary solutions and then demonstrates a process of solution which makes use of a modified Rayleigh-Ritz method. The modification provides a practical and versatile mode of calculation which allows extensive exploitation of the singular functions in augmenting the piecewise polynomials of the finite element scheme. Details of tests are given which help in assessing the accuracy of the numerical results. An important engineering activity concerns the fracture mechanics study of cracked structures where prediction of safety is based upon the value of the stress intensity factor as calculated from a linear elastic analysis. The stress intensity factor is a measure of the amplitude of the dominant singularity at the ends of the crack and examples are given of its calculation using the modified Rayleigh-Ritz method.


Author(s):  
Do-Jun Shim ◽  
Mohammed Uddin ◽  
Sureshkumar Kalyanam ◽  
Frederick Brust ◽  
Bruce Young

The extended finite element method (XFEM) is an extension of the conventional finite element method based on the concept of partition of unity. In this method, the presence of a crack is ensured by the special enriched functions in conjunction with additional degrees of freedom. This approach also removes the requirement for explicitly defining the crack front or specifying the virtual crack extension direction when evaluating the contour integral. In this paper, stress intensity factors (SIF) for various crack types in plates and pipes were calculated using the XFEM embedded in ABAQUS. These results were compared against handbook solutions, results from conventional finite element method, and results obtained from finite element alternating method (FEAM). Based on these results, applicability of the ABAQUS XFEM to stress intensity factor calculations was investigated. Discussions are provided on the advantages and limitations of the XFEM.


2001 ◽  
Vol 4 (2) ◽  
pp. 67-78 ◽  
Author(s):  
Ana Alonso ◽  
Anahí Dello Russo ◽  
César Otero-Souto ◽  
Claudio Padra ◽  
Rodolfo Rodríguez

2017 ◽  
Vol 8 (5) ◽  
pp. 506-515 ◽  
Author(s):  
Raviraj M.S. ◽  
Sharanaprabhu C.M. ◽  
Mohankumar G.C.

Purpose The purpose of this paper is to present the determination of critical stress intensity factor (KC) both by experimental method and three-dimensional (3D) finite element simulations. Design/methodology/approach CT specimens of different compositions of Al6061-TiC composites (3wt%, 5wt% and 7wt% TiC) with variable crack length to width (a/W=0.3-0.6) ratios are machined from as-cast composite block. After fatigue pre-cracking the specimens to a required crack length, experimental load vs crack mouth opening displacement data are plotted to calculate the KC value. Elastic 3D finite element simulations have been conducted for CT specimens of various compositions and a/W ratios to compute KC. The experimental results indicate that the magnitude of KC depends on a/W ratios, and significantly decreases with increase in a/W ratios of the specimen. Findings From 3D finite element simulation, the KC results at the centre of CT specimens for various Al6061-TiC composites and a/W ratios show satisfactory agreement with experimental results compared to the surface. Originality/value The research work contained in this manuscript was conducted during 2015-2016. It is original work except where due reference is made. The authors confirm that the research in their work is original, and that all the data given in the article are real and authentic. If necessary, the paper can be recalled, and errors corrected.


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