ON THE FAILURE MECHANISMS FOR CONCENTRICALLY AND ECCENTRICALLY LOADED NOTCHED FIXED-PINNED COLUMNS
A theoretical solution for centrally notched fixed-pinned ended column loaded concentrically or eccentrically in compression has been presented. The solution is based on the stress intensity concept and on methods of limit analysis. The experimental and theoretical results have been found to agree within less than 5 percent (a/h less than 0.72). Author)
- Presented at the National Symposium on Fracture Mechanics (3rd), held at Lehigh University, Bethlehem, Penna., on 25-27 August 1969. Also available from Engineering Fracture Mechanics, v2, p261-271, 1971.
Naval Ship Research and Development CenterBethesda, MD United States 20034
- Vanderveldt, H
- Liebowitz, H
- Publication Date: 1969-4-18
- Pagination: 11 p.
- TRT Terms: Failure; Fracture mechanics; Stresses; Structural analysis
- Uncontrolled Terms: Stress intensity factors
- Subject Areas: Marine Transportation; Materials;
- Accession Number: 00028582
- Record Type: Publication
- Source Agency: National Technical Information Service
- Files: TRIS
- Created Date: Apr 10 1972 12:00AM