39th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference and Exhibit 1998
DOI: 10.2514/6.1998-1975
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Prediction of statistical dynamics of thermally buckled composite panels

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Cited by 11 publications
(4 citation statements)
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“…Under certain thermal-acoustic loading conditions, a dynamic instability will give rise to a snap-though response, [1][2][3] which can significantly reduce fatigue life. The snap-through problem has previously been investigated using reduced-order analyses with both closedform [4][5][6] and finite element (FE) [7][8][9] solutions. Reduced-order FE analysis can be further classified into so-called direct 7,8 and indirect 9 stiffness evaluation procedure approaches.…”
mentioning
confidence: 99%
“…Under certain thermal-acoustic loading conditions, a dynamic instability will give rise to a snap-though response, [1][2][3] which can significantly reduce fatigue life. The snap-through problem has previously been investigated using reduced-order analyses with both closedform [4][5][6] and finite element (FE) [7][8][9] solutions. Reduced-order FE analysis can be further classified into so-called direct 7,8 and indirect 9 stiffness evaluation procedure approaches.…”
mentioning
confidence: 99%
“…Thus the thermally-induced deformation with external transverse excitations, such as aerodynamic pressure, might cause large amplitude nonlinear vibration of a sandwich panel [5]. In this case, fatigue may occur, and it can severely reduce the life of the structure [6,7]. Therefore, thermal environment is becoming a key factor, which can affect the dynamic characteristics, response and integrity of the structure.…”
Section: Introductionmentioning
confidence: 99%
“…Then, NG and Clevenson [16] firstly observed the snap-through phenomenon of thin-walled plate in thermal buckling state, then they proposed statistical response characteristics of thin plate using single degree of freedom model. [17,18] Subsequently, a lot of research on the statistical response of displacement and strain for the single degree of freedom model had been done by Lee [19][20][21] and Lee et al [22]. As for numerical method, Locke [23] had proposed finite element method (FEM) to solve the structural buckling response of combined thermal and acoustic excitations.…”
Section: Introductionmentioning
confidence: 99%