Adaptive Finite Element Processes in Structural Mechanics.
Abstract
For a general assessment of the structure, qualitative results about the displacements, stress-distributions, etc. are needed with an engineering accuracy of, say 10-20%. On the other hand, the indicated decisions are based usually on relatively few data items with a higher accuracy, say, in the range of 2-5%, such as, the displacements or stresses in certain known critical points, stress-intensity factors, etc. To achieve these diverse objectives the computational procedures should include the following features: (1) Facilities for effective and reliable estimation of the errors of the computed results; (2) Adaptively controlled computations; (3) Post-processing facilities. Certain specific questions relating to the theoretical and computational aspects of the three features are addressed.
Document Details
- Document Type
- Technical Report
- Publication Date
- Jan 01, 1983
- Accession Number
- ADA127010
Entities
People
- Ivo Babuška
- Werner Rheinboldt
Organizations
- University of Pittsburgh