journal article·1999-12

A reappraisal of transition elements in linear elastic fracture mechanics

Arash Yavari, E. Thomas Moyer, Shahram Sarkani

International Journal of Fracture· Volume 100· Issue 3
Publisher page

Abstract

No abstract is available for this record. The assistant can identify its topic from the title, but cannot infer the study’s results.

Source: Not provided · Quality: missing

Research context

OpenAlex topics: Fatigue and fracture mechanics · Material Properties and Failure Mechanisms

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (16)

Show source-provided references
1. Banks-Sills, L. and Bortman, Y. (1984). Reappraisal of the quarter-point quadrilateral element in linear elastic fracture mechanics'. International Journal of Fracture 25, 169-180.10.1007/BF01140835 ↗
2. Banks-Sills, L. (1987). Quarter-point singular elements revised, International Journal of Fracture 34, R63-R69.10.1007/BF00013086 ↗
3. Banks-Sills, L. and Einav, O. (1987). On singular, nine-noded, distorted, isoparametric elements in linear elastic fracture mechanics. Computers and Structures 25, 445-449.10.1016/0045-7949(87)90135-0 ↗
4. Banthia, V. (1985). Singularity of collapsed Q-8 finite element. International Journal for Numerical Methods in Engineering 21, 959-965.10.1002/nme.1620210513 ↗
5. Barsoum, R. S. (1976). On the use of isoparametric finite elements in linear fracture mechanics. International Journal for Numerical Methods in Engineering 10, 25-37.10.1002/nme.1620100103 ↗
6. Barsoum, R. S. (1977). Triangular quarter-point elements as elastic and perfectly-plastic crack-tip elements. International Journal for Numerical Methods in Engineering 11, 85-98.10.1002/nme.1620110109 ↗
7. Furgiuele, F. M. and Luchi, M. L. (1989). A note on some crack tip elements employed in two-dimensional elasto-plastic fracture mechanics. Engineering Fracture Mechanics 33, 831-837.10.1016/0013-7944(89)90080-5 ↗
8. Henshell, R. D. and Shaw, K. G. (1975). Crack tip finite elements are unnecessary. International Journal for Numerical Methods in Engineering 9, 495-507.10.1002/nme.1620090302 ↗
9. Hibbitt, H. D. (1977). Some properties of isoparametric elements. International Journal for Numerical Methods in Engineering 11, 1980-83.10.1002/nme.1620110117 ↗
10. Horva'th, A. (1994). General forming of transition elements. Communications in Numerical Methods in Engineering 10, 267-273.10.1002/cnm.1640100310 ↗
11. Hussain, M. A., Vasilakis, J. D., and Pu, S. L. (1981). Quadratic and cubic transition elements. International Journal for Numerical Methods in Engineering 17, 1397-1406.10.1002/nme.1620170908 ↗
12. Lim, I. L., Johnston, I.W., and Choi, S. K. (1991). The use of transition elements. Engineering Fracture Mechanics 40, 975-983.10.1016/0013-7944(91)90163-U ↗
13. Lynn, P. P. and Ingraffea, A. R. (1978). Transition elements to be used with quarter-point crack-tip elements. International Journal for Numerical Methods in Engineering 12, 1031-1036.10.1002/nme.1620120612 ↗
14. Manu, C. (1986). Quadratic isoparametric elements as transition elements. Engineering Fracture Mechanics 24, 509-512.10.1016/0013-7944(86)90224-9 ↗
15. Murti, V. and Valliapan, S. (1986). A universal optimum quarter-point element. Engineering Fracture Mechanics 25, 237-258.10.1016/0013-7944(86)90220-1 ↗
16. Ying, L-A (1982). A note on the singularity and strain energy of singular elements. International Journal for Numerical Methods in Engineering 18, 31-39.10.1002/nme.1620180104 ↗