Details
Originalsprache | Englisch |
---|---|
Seiten (von - bis) | 3140-3149 |
Seitenumfang | 10 |
Fachzeitschrift | Composite structures |
Jahrgang | 93 |
Ausgabenummer | 12 |
Publikationsstatus | Veröffentlicht - 29 Juni 2011 |
Abstract
A semi-analytic probabilistic procedure is presented that enables a fast prediction of the stochastic dis-tribution of buckling load of cylindrical shells caused by the scattering of geometry, wall-thickness, mate-rial properties and loading imperfection. Compared to Monte Carlo simulations the semi-analytic method requires signicantly fewer buckling load calculations giving equally accurate results. Knowing the dis-tribution function of buckling load, a level of reliability is chosen and a design load is dened, which is lower than all test results and less conservative than NASA SP-8007.
ASJC Scopus Sachgebiete
- Werkstoffwissenschaften (insg.)
- Keramische und Verbundwerkstoffe
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
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in: Composite structures, Jahrgang 93, Nr. 12, 29.06.2011, S. 3140-3149.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Fast probabilistic design procedure for axially compressed composite cylinders
AU - Kriegesmann, Benedikt
AU - Rolfes, Raimund
AU - Hühne, Christian
AU - Kling, Alexander
PY - 2011/6/29
Y1 - 2011/6/29
N2 - A semi-analytic probabilistic procedure is presented that enables a fast prediction of the stochastic dis-tribution of buckling load of cylindrical shells caused by the scattering of geometry, wall-thickness, mate-rial properties and loading imperfection. Compared to Monte Carlo simulations the semi-analytic method requires signicantly fewer buckling load calculations giving equally accurate results. Knowing the dis-tribution function of buckling load, a level of reliability is chosen and a design load is dened, which is lower than all test results and less conservative than NASA SP-8007.
AB - A semi-analytic probabilistic procedure is presented that enables a fast prediction of the stochastic dis-tribution of buckling load of cylindrical shells caused by the scattering of geometry, wall-thickness, mate-rial properties and loading imperfection. Compared to Monte Carlo simulations the semi-analytic method requires signicantly fewer buckling load calculations giving equally accurate results. Knowing the dis-tribution function of buckling load, a level of reliability is chosen and a design load is dened, which is lower than all test results and less conservative than NASA SP-8007.
KW - Buckling
KW - Imperfection sensitivity
KW - Probabilistic design
UR - http://www.scopus.com/inward/record.url?scp=80052490250&partnerID=8YFLogxK
U2 - 10.1016/j.compstruct.2011.06.017
DO - 10.1016/j.compstruct.2011.06.017
M3 - Article
AN - SCOPUS:80052490250
VL - 93
SP - 3140
EP - 3149
JO - Composite structures
JF - Composite structures
SN - 0263-8223
IS - 12
ER -