Stress intensity factor using quarter point element

The finite element analysis to determine stress intensity factors (SIF's) is complex but useful. It is complex due to the stress singularity that exists at the crack tip, which requires a large number of conventional elements to model satisfactorily. Its usefulness lies in its generality because of the limited capabilities of analytical tools to calculate SIF's for general crack geometries, complicated boundary conditions and material nonlinearity. The necessity of a very fine mesh of conventional elements in the vicinity of crack tip regions can be overcome by using special elements which incorporate or can generate the required stress singularity. The accuracy and efficiency achieved by the use of these elements will vary. The mathematical expressions are often rigorous, and usually share the common disadvantages, such as the lack of interelement continuity and the constant strain term, excessive programming and error‐prone determinations of SIF. The quarter point element (QPE) is free from these weakne...

[1]  A singular element for a new experimental method of fracture toughness determination , 1983 .

[2]  J. Akin The generation of elements with singularities , 1976 .

[3]  R. D. Henshell,et al.  CRACK TIP FINITE ELEMENTS ARE UNNECESSARY , 1975 .

[4]  M. German,et al.  Crack extension modeling with singular quadratic isoparametric elements , 1976 .

[5]  A. R. Luxmoore,et al.  An assessment of crack tip singularity models for use with isoparametric elements , 1979 .

[6]  R. Barsoum Triangular quarter‐point elements as elastic and perfectly‐plastic crack tip elements , 1977 .

[7]  T. K. Hellen On the method of virtual crack extensions , 1975 .

[8]  Theodore H. H. Pian,et al.  A hybrid‐element approach to crack problems in plane elasticity , 1973 .

[9]  D. M. Tracey,et al.  Computational fracture mechanics , 1973 .

[10]  D. M. Tracey,et al.  The natural isoparametric triangle versus collapsed quadrilateral for elastic crack analysis , 1976, International Journal of Fracture.

[11]  Quadrilateral element with semi‐radial singularity mapping , 1981 .

[12]  R. Barsoum On the use of isoparametric finite elements in linear fracture mechanics , 1976 .

[13]  D. M. Tracey,et al.  Discussion of ‘on the use of isoparametric finite elements in linear fracture mechanics’ by R. S. Barsoum , 1977 .

[14]  R. Wait,et al.  Crack-tip elements with curved boundaries and variable nodes , 1979 .

[15]  Anthony R. Ingraffea,et al.  Transition elements to be used with quarter-point crack-tip elements , 1978 .

[16]  T. K. Hellen,et al.  Calculation of stress intensity factors in three dimensions by finite element methods , 1977 .