Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | Proceedings of the International Offshore and Polar Engineering Conference |
| Seiten | 69-75 |
| Seitenumfang | 7 |
| Publikationsstatus | Veröffentlicht - 2005 |
| Veranstaltung | 15th International Offrshore and Polar Engineering Conference, ISOPE-2005 - Seoul, Südkorea Dauer: 19 Juni 2005 → 24 Juni 2005 |
Publikationsreihe
| Name | Proceedings of the International Offshore and Polar Engineering Conference |
|---|---|
| Band | 2005 |
| ISSN (Print) | 1098-6189 |
| ISSN (elektronisch) | 1555-1792 |
Abstract
Worldwide, actual design standards allow for taking into consideration plastic deformations in order to achieve a higher degree of utilization. In this context maximum plastic strains, which can be allowed for tubular steel pipes exposed to internal pressure and additional loads, are of special interest. 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 on the model scale (D/t = 132) were carried out in order to investigate the buckling behavior in the elasto-plastic range. For the application on buried pipelines Finite-Element (FE)-models were checked by test results. Furthermore an analytical method based on the differential equation for beams with longitudinal tensile force and variable bending stiffness was developed, which is suitable to determine the elasto-plastic bearing capacity for internal pressure and bending. The collapse due to plastic shell buckling is taken into consideration by a limit criterion based on critical strains.
ASJC Scopus Sachgebiete
- Energie (insg.)
- Energieanlagenbau und Kraftwerkstechnik
- Ingenieurwesen (insg.)
- Meerestechnik
- Ingenieurwesen (insg.)
- Maschinenbau
Zitieren
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- Apa
- Vancouver
- BibTex
- RIS
Proceedings of the International Offshore and Polar Engineering Conference. 2005. S. 69-75 (Proceedings of the International Offshore and Polar Engineering Conference; Band 2005).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Elasto-plastic bearing behavior of steel pipes exposed to internal pressure and bending
AU - Schaumann, Peter
AU - Keindorf, Christian
AU - Brüggemann, Henning
PY - 2005
Y1 - 2005
N2 - Worldwide, actual design standards allow for taking into consideration plastic deformations in order to achieve a higher degree of utilization. In this context maximum plastic strains, which can be allowed for tubular steel pipes exposed to internal pressure and additional loads, are of special interest. 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 on the model scale (D/t = 132) were carried out in order to investigate the buckling behavior in the elasto-plastic range. For the application on buried pipelines Finite-Element (FE)-models were checked by test results. Furthermore an analytical method based on the differential equation for beams with longitudinal tensile force and variable bending stiffness was developed, which is suitable to determine the elasto-plastic bearing capacity for internal pressure and bending. The collapse due to plastic shell buckling is taken into consideration by a limit criterion based on critical strains.
AB - Worldwide, actual design standards allow for taking into consideration plastic deformations in order to achieve a higher degree of utilization. In this context maximum plastic strains, which can be allowed for tubular steel pipes exposed to internal pressure and additional loads, are of special interest. 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 on the model scale (D/t = 132) were carried out in order to investigate the buckling behavior in the elasto-plastic range. For the application on buried pipelines Finite-Element (FE)-models were checked by test results. Furthermore an analytical method based on the differential equation for beams with longitudinal tensile force and variable bending stiffness was developed, which is suitable to determine the elasto-plastic bearing capacity for internal pressure and bending. The collapse due to plastic shell buckling is taken into consideration by a limit criterion based on critical strains.
KW - Analytical method
KW - Bending
KW - Buckling
KW - Elasto-plastic
KW - Pipeline
KW - Pressure
KW - Strain limit
UR - http://www.scopus.com/inward/record.url?scp=33646550842&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:33646550842
SN - 1880653648
SN - 9781880653647
T3 - Proceedings of the International Offshore and Polar Engineering Conference
SP - 69
EP - 75
BT - Proceedings of the International Offshore and Polar Engineering Conference
T2 - 15th International Offrshore and Polar Engineering Conference, ISOPE-2005
Y2 - 19 June 2005 through 24 June 2005
ER -