Free vibration analysis of angle-ply laminated composite and soft core sandwich plates

被引:157
|
作者
Sahla, Meriem [1 ]
Saidi, Hayat [1 ]
Draiche, Kada [1 ,2 ]
Bousahla, Abdelmoumen Anis [1 ,4 ]
Bourada, Fouad [1 ,3 ]
Tounsi, Abdelouahed [1 ,4 ]
机构
[1] Univ Djillali Liabes Sidi Bel Abbes, Fac Technol, Civil Engn Dept, Mat & Hydrol Lab, Sidi Bel Abbes, Algeria
[2] Univ Ibn Khaldoun Tiaret, Dept Genie Civil, BP 78, Zaaroura 14000, Tiaret, Algeria
[3] Ctr Univ Tissemsilt, Dept Sci & Technol, BP 38004, Ben Hamouda, Algeria
[4] King Fahd Univ Petr & Minerals, Dept Civil & Environm Engn, Dhahran 31261, Eastern Provinc, Saudi Arabia
来源
STEEL AND COMPOSITE STRUCTURES | 2019年 / 33卷 / 05期
关键词
shear deformation; antisymmetric; laminated; sandwich; natural frequencies; TRANSVERSE-SHEAR DEFORMATION; BUCKLING ANALYSIS; FLEXURAL VIBRATION; STATIC ANALYSIS; CURVED PANELS; ORDER; NONHOMOGENEITY; FREQUENCIES; RESPONSES; BEHAVIOR;
D O I
10.12989/scs.2019.33.5.663
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this work, a simple four-variable trigonometric shear deformation model with undetermined integral terms to consider the influences of transverse shear deformation is applied for the dynamic analysis of anti-symmetric laminated composite and soft core sandwich plates. Unlike the existing higher order theories, the current one contains only four unknowns. The equations of motion are obtained using the principle of virtual work. The analytical solution is determined by solving the eigenvalue problem. The influences of geometric ratio, modular ratio and fibre angle are critically evaluated for different problems of laminated composite and sandwich plates. The eigenfrequencies obtained using the current theory are verified by comparing the results with those of other theories and with the exact elasticity solution, if any.
引用
收藏
页码:663 / 679
页数:17
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