GEOMETRICALLY NONLINEAR ANALYSIS OF BURIED CYLINDERS. NUMERICAL MODELS IN GEOMECHANICS. NUMOG III. PROCEEDINGS OF THE 3RD INTERNATIONAL SYMPOSIUM HELD IN NIAGARA FALLS, CANADA, 8-11 MAY 1989
A geometrically nonlinear finite element analysis of buried flexible tubes is described. The procedure uses a frictional-adhesive zero-tension interface model, an elastic boundary element to represent the ground, and it can be used to solve problems featuring a number of different load responses at the interface. Comparisons are made with previously reported solutions to confirm the validity of the procedure, and a number of new buried tube buckling problems are considered to demonstrate the effects of structural and interface nonlinearity.(a) for the covering abstract of this conference see IRRD 824029.
-
Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/1851664254
-
Corporate Authors:
Elsevier Science Publishers
Crown House, Linton Road
Barking, Essex IG11 8JU, England -
Authors:
- Moore, I D
- BOOKER, J R
- Publication Date: 1989
Language
- English
Media Info
- Pagination: p. 716-23
-
Serial:
- Publication of: Elsevier Applied Science Publishers Limited
- Publisher: Elsevier Science Publishers
Subject/Index Terms
- TRT Terms: Adhesion; Buckling; Conferences; Evaluation and assessment; Finite element method; Friction; Governments; Interfaces; Mathematical models; Nonlinear systems; Pipe; Public service; Service agencies; Soils
- Subject Areas: Data and Information Technology; Geotechnology; Planning and Forecasting;
Filing Info
- Accession Number: 00497975
- Record Type: Publication
- Source Agency: Transport and Road Research Laboratory (TRRL)
- ISBN: 1-85166-425-4
- Files: ITRD, TRIS
- Created Date: Sep 30 1990 12:00AM