Details
| Originalsprache | Englisch |
|---|---|
| Seiten | 521-529 |
| Seitenumfang | 9 |
| Publikationsstatus | Veröffentlicht - 2005 |
| Veranstaltung | 24th International Conference on Offshore Mechanics and Arctic Engineering, 2005 - Halkidiki, Griechenland Dauer: 12 Juni 2005 → 17 Juni 2005 |
Konferenz
| Konferenz | 24th International Conference on Offshore Mechanics and Arctic Engineering, 2005 |
|---|---|
| Land/Gebiet | Griechenland |
| Ort | Halkidiki |
| Zeitraum | 12 Juni 2005 → 17 Juni 2005 |
Abstract
The currently valid worldwide standards allow for taking into consideration plastic deformations in order to achieve a higher degree of utilization. The maximum plastic strains, which can be allowed for steel pipes subjected to internal pressure and additional loads, are particularly interesting. In this paper results of investigations on the elasto-plastic bearing behavior of steel pipelines subjected to internal pressure and bending are presented. Four-point bending tests on eight steel pipes were carried out in order to make the buckling analysis in the elasto-plastic range possible. Finite-element-models were checked by test results for the application on buried pipelines. Taking into account bedding conditions of the pipeline in the soil was made possible. Furthermore, an analytical method based on the differential equation for beams with longitudinal tensile force and variable bending stiffness was developed. It is suitable to determine the elasto-plastic bearing capacity for internal pressure and bending. The collapse due to plastic shell buckling is considered by a limit criterion based on critical strains.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Meerestechnik
- Energie (insg.)
- Energieanlagenbau und Kraftwerkstechnik
- Ingenieurwesen (insg.)
- Maschinenbau
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2005. 521-529 Beitrag in 24th International Conference on Offshore Mechanics and Arctic Engineering, 2005, Halkidiki, Griechenland.
Publikation: Konferenzbeitrag › Paper › Forschung › Peer-Review
}
TY - CONF
T1 - Elasto-plastic behavior and buckling analysis of steel pipelines exposed to internal pressure and additional loads
AU - Schaumann, Peter
AU - Keindorf, Christian
AU - Brüggemann, Henning
PY - 2005
Y1 - 2005
N2 - The currently valid worldwide standards allow for taking into consideration plastic deformations in order to achieve a higher degree of utilization. The maximum plastic strains, which can be allowed for steel pipes subjected to internal pressure and additional loads, are particularly interesting. In this paper results of investigations on the elasto-plastic bearing behavior of steel pipelines subjected to internal pressure and bending are presented. Four-point bending tests on eight steel pipes were carried out in order to make the buckling analysis in the elasto-plastic range possible. Finite-element-models were checked by test results for the application on buried pipelines. Taking into account bedding conditions of the pipeline in the soil was made possible. Furthermore, an analytical method based on the differential equation for beams with longitudinal tensile force and variable bending stiffness was developed. It is suitable to determine the elasto-plastic bearing capacity for internal pressure and bending. The collapse due to plastic shell buckling is considered by a limit criterion based on critical strains.
AB - The currently valid worldwide standards allow for taking into consideration plastic deformations in order to achieve a higher degree of utilization. The maximum plastic strains, which can be allowed for steel pipes subjected to internal pressure and additional loads, are particularly interesting. In this paper results of investigations on the elasto-plastic bearing behavior of steel pipelines subjected to internal pressure and bending are presented. Four-point bending tests on eight steel pipes were carried out in order to make the buckling analysis in the elasto-plastic range possible. Finite-element-models were checked by test results for the application on buried pipelines. Taking into account bedding conditions of the pipeline in the soil was made possible. Furthermore, an analytical method based on the differential equation for beams with longitudinal tensile force and variable bending stiffness was developed. It is suitable to determine the elasto-plastic bearing capacity for internal pressure and bending. The collapse due to plastic shell buckling is considered by a limit criterion based on critical strains.
KW - Analytical method
KW - Buckling
KW - Elasto-plastic
KW - Interaction pipe-soil
KW - Pipeline
KW - Strain limit
UR - http://www.scopus.com/inward/record.url?scp=27744605931&partnerID=8YFLogxK
U2 - 10.1115/OMAE2005-67303
DO - 10.1115/OMAE2005-67303
M3 - Paper
AN - SCOPUS:27744605931
SP - 521
EP - 529
T2 - 24th International Conference on Offshore Mechanics and Arctic Engineering, 2005
Y2 - 12 June 2005 through 17 June 2005
ER -