Instability characteristics of variable stiffness laminated composite curved panels under non-uniform periodic excitation

被引:12
作者
Dey, Tanish [1 ]
Jansen, Eelco [2 ]
Kumar, Rajesh [3 ]
Rolfes, Raimund [4 ]
机构
[1] Indian Inst Technol ISM, Dept Civil Engn, Dhanbad 826004, Bihar, India
[2] Rotterdam Univ Appl Sci, Sch Engn & Appl Sci, NL-3015 GG Rotterdam, Netherlands
[3] Birla Inst Technol & Sci, Dept Civil Engn, Pilani 333031, Rajasthan, India
[4] Leibniz Univ Hannover, Inst Struct Anal, Appelstr 9A, D-30167 Hannover, Germany
关键词
Cylindrical shell panel; Variable stiffness; Non-uniform loading; Ritz method; Parametric instability; THERMOMECHANICAL POSTBUCKLING ANALYSIS; ANGLE TOW; BUCKLING ANALYSIS; DYNAMIC INSTABILITY; CYLINDRICAL-SHELLS; PARAMETRIC-INSTABILITY; INPLANE SHEAR; PLATES; VIBRATION; BEHAVIOR;
D O I
10.1016/j.tws.2021.108735
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The instability characteristics of variable stiffness laminated composite (VSLC) shell panels subjected to non-uniform in-plane periodic excitations are explored in the present article. The non-constant orientation of fiber angle in the VSLC panel induces non-uniform stress distributions within the shell panel under uniform as well as non-uniform in-plane loadings. Initially, the pre-buckling stress distributions within the shell panels are evaluated by minimizing the membrane strain energy. Subsequently, a displacement based Ritz method is employed to obtain the matrix representation of the governing equations for static and dynamic instability problems. Bolotin's method is used to determine the dynamic instability regions. The numerical results depicted in the article show the influence of fiber angle orientations, non-uniform distribution of in-plane loadings and damping on the dynamic instability characteristics of VSLC shell panels.
引用
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页数:16
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