50th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference 2009
DOI: 10.2514/6.2009-2646
|View full text |Cite
|
Sign up to set email alerts
|

Hydroelastic Vibration of Partially Liquid-Filled Circular Cylindrical Shells Under Combined Internal Pressure and Axial Compression

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
2

Citation Types

0
10
0

Year Published

2018
2018
2023
2023

Publication Types

Select...
5

Relationship

0
5

Authors

Journals

citations
Cited by 9 publications
(10 citation statements)
references
References 10 publications
0
10
0
Order By: Relevance
“…This verification example aims to verify the structural geometric stiffness matrix arising from an external lateral pressure and axial compression load [ K G ]. In this aim, the variation of the frequency of the first mode with axial compression load for a simply supported circular cylindrical shell under an external lateral pressure ( P m = −900 × 10 3 Pa) is illustrated in Figure and compared with the numerical results presented by Sabri and Lakis . According to Sabri and Lakis, the material and geometrical parameters of the simply supported circular cylindrical shell are of the following values: E = 200 GPa, ν = 0.3, ρ S = 7800 kg/m 3 , R = 77.25 mm, h = 1.5 mm, and L = 231 mm.…”
Section: Numerical Resultsmentioning
confidence: 98%
See 3 more Smart Citations
“…This verification example aims to verify the structural geometric stiffness matrix arising from an external lateral pressure and axial compression load [ K G ]. In this aim, the variation of the frequency of the first mode with axial compression load for a simply supported circular cylindrical shell under an external lateral pressure ( P m = −900 × 10 3 Pa) is illustrated in Figure and compared with the numerical results presented by Sabri and Lakis . According to Sabri and Lakis, the material and geometrical parameters of the simply supported circular cylindrical shell are of the following values: E = 200 GPa, ν = 0.3, ρ S = 7800 kg/m 3 , R = 77.25 mm, h = 1.5 mm, and L = 231 mm.…”
Section: Numerical Resultsmentioning
confidence: 98%
“…In this aim, the variation of the frequency of the first mode with axial compression load for a simply supported circular cylindrical shell under an external lateral pressure ( P m = −900 × 10 3 Pa) is illustrated in Figure and compared with the numerical results presented by Sabri and Lakis . According to Sabri and Lakis, the material and geometrical parameters of the simply supported circular cylindrical shell are of the following values: E = 200 GPa, ν = 0.3, ρ S = 7800 kg/m 3 , R = 77.25 mm, h = 1.5 mm, and L = 231 mm. As can be seen in Figure , the present results are in excellent agreement with those predicted by Sabri and Lakis .…”
Section: Numerical Resultsmentioning
confidence: 98%
See 2 more Smart Citations
“…For the ARES I-X, the launch vehicle was divided into several subparts and modal tests and analyses were conducted for each part, but these did not account for the liquid propellant in the second stage [3]. Although modal tests and analyses for simple cylinders filled with liquid have been performed recently [4][5][6][7], most studies used single cylindrical structures filled with liquid (water). Modal analyses and tests for cylindrical structures with multiple sections containing liquid have rarely been conducted.…”
Section: Introductionmentioning
confidence: 99%