On singular, nine-noded, distorted, isoparametric elements in linear elastic fracture mechanics
- 31 December 1987
- journal article
- Published by Elsevier in Computers & Structures
- Vol. 25 (3) , 445-449
- https://doi.org/10.1016/0045-7949(87)90135-0
Abstract
No abstract availableThis publication has 9 references indexed in Scilit:
- Reappraisal of the quarter-point quadrilateral element in linear elastic fracture mechanicsInternational Journal of Fracture, 1984
- Transition elements to be used with quarter‐point crack‐tip elementsInternational Journal for Numerical Methods in Engineering, 1978
- The natural isoparametric triangle versus collapsed quadrilateral for elastic crack analysisInternational Journal of Fracture, 1976
- Crack extension modeling with singular quadratic isoparametric elementsInternational Journal of Fracture, 1976
- On the use of isoparametric finite elements in linear fracture mechanicsInternational Journal for Numerical Methods in Engineering, 1976
- An evaluation of a new crack tip element?the distorted 8-node isoparametric elementInternational Journal of Fracture, 1975
- Crack tip finite elements are unnecessaryInternational Journal for Numerical Methods in Engineering, 1975
- Application of quadratic isoparametric finite elements in linear fracture mechanicsInternational Journal of Fracture, 1974
- Effect of width and length on stress intensity factors of internally cracked plates under various boundary conditionsInternational Journal of Fracture, 1971