[EN] FAQ 004949 | How is the rotational stiffness of a buckling stiffener determined in PLATE‑BUCKLING?

Name: [EN] FAQ 004949 | How is the rotational stiffness of a buckling stiffener determined in PLATE‑BUCKLING?
Uploaded: 2021-02-18T00:00:00.000+01:00
Description: Question:How is the rotational stiffness of a buckling stiffener determined in PLATE‑BUCKLING?Answer:In PLATE‑BUCKLING, the rotational stiffness of a stiffener is determined on the basis of the sketch shown in the figure, including formulas according to ECCS Design of Plated Structures, Fig. 2.77.FAQ 004949

Question:
How is the rotational stiffness of a buckling stiffener determined in PLATE‑BUCKLING?

Answer:
In PLATE‑BUCKLING, the rotational stiffness of a stiffener is determined on the basis of the sketch shown in the figure, including formulas according to ECCS Design of Plated Structures, Fig. 2.77.

c_{θ} = \frac{E \cdot t^{3}}{3 \cdot b}

cθ	Rotationssteifigkeit der Beulsteife
E	Elastizitätsmodul
t	Bauteildicke im Beulfeld
b	Abstand zur nächsten Beulsteife

Rotational Stiffness of Stiffener with Same Distances to Next Stiffener

c_{θ} = \frac{E \cdot t^{3} \cdot (b_{1} + b_{2})}{4 \cdot b_{1} \cdot b_{2}}

cθ	Rotationssteifigkeit der Beulsteife
E	Elastizitätsmodul
t	Bauteildicke im Beulfeld
b₁	Abstand zur nächsten Beulsteife zur einen Seite
b₂	Abstand zur nächsten Beulsteife zur anderen Seite

Rotational Stiffness of Stiffener with Different Distances to Next Stiffener

FAQ 004949

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