Update search
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
NARROW
Format
Journal
Type
Date
Availability
1-3 of 3
Keywords: PERFECT
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Sort by
Journal Articles
ON THE APPROXIMATE PREDICTION OF ELASTO-PLASTIC PLATE BEHAVIOUR.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1981) 71 (1): 165–183.
Published: 01 December 1981
...J RHODES © Thomas Telford and ICE 1981 STRATHCLYDE UNIVERSITY APPROXIMATE PLATES UNIAXIAL METHODS ENDS MICROCOMPUTERS ACCURACY LOCALISATION LONG STRESS EQUATIONS PERFECT POST YIELD EDGES BUCKLING PREDICTION BEHAVIOUR LOADS EFFECTIVE SHORTENING DISPLACEMENT LINEAR...
Journal Articles
LOCAL PLASTIC COLLAPSE OF RING-STIFFENED CYLINDERS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1981) 71 (2): 341–367.
Published: 01 June 1981
... BOUNDARIES STRAIN POTENTIAL PROCEDURE ECCENTRIC PLASTIC RINGS COMPRESSION SHELLS TESTS STIFFENERS PATTERNS ANALYSIS LOADS FINITE ELEMENTS EFFECT PARAMETERS BEHAVIOUR FORMATION ENERGY PERFECT EXPERIMENTS COLLAPSE STIFFENED STEEL OFFSHORE FAILURES ENDS AXISYMMETRIC IMPERFECTIONS...
Journal Articles
THE ULTIMATE LOAD CARRYING CAPACITY OF SLENDER STANCHIONS BENT ABOUT THE MAJOR AXIS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1961) 19 (4): 479–502.
Published: 01 August 1961
...N S TRAHAIR © Thomas Telford and ICE 1961 SYDNEY UNIVERSITY ULTIMATE LOADS CARRYING CAPACITY SLENDER STANCHIONS BENT AXIS MAJOR ELASTIC ANALYSIS CURVATURE INSTABILITY YIELD PERFECT FAILURES PREDICTION INITIAL AXIAL ECCENTRICITY THEORY SLENDERNESS IMPERFECTIONS...
