Combined effect of mass and two-parameter elastic foundation on the free vibration characteristics of laminated composite plates using a FSDT- based finite element method

被引:0
作者
Ghosh, Sabyasachi [1 ]
Bhowmick, Ajoy Kumar [2 ]
Haldar, Salil [1 ]
机构
[1] Indian Inst Engn Sci & Technol, Dept Aerosp Engn & Appl Mech, Howrah, India
[2] Jadavpur Univ, Dept Mech Engn, Kolkata, India
关键词
Plate-Structure; Pasternak elastic foundation; Finite element method; Mindlin plate; FSDT; Point and patch mass; SHEAR DEFORMATION-THEORY; FUNCTIONALLY GRADED PLATES; RECTANGULAR-PLATES; ISOTROPIC PLATES; DYNAMIC-RESPONSE; BEHAVIOR; BEAMS;
D O I
10.1007/s42417-025-01851-4
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
PurposeThe prevalence of laminated composite plates is widespread in structural design and engineering applications, including aerospace, defence and marine structures, due to their high stiffness and strength-to-weight ratios, corrosion resistance and mouldability. The dynamic analysis of laminated composite plates is crucial to ensure structural integrity. These plates often carry attached mass and rest on elastic foundations, yet limited research has explored the combined effects of attached masses and elastic foundations on the free vibration characteristic of composite plates, despite their widespread applications in the form of aircraft panels with sensors, marine vessels with mounted equipment and various spacecraft components.MethodsThis study employs a fast converging and computationally efficient 9-noded 45 degrees of freedom isoparametric finite element formulation to investigate the free vibration characteristics of laminated composite plates with mass and elastic foundations. The plate equations of motion are based on the First Order Shear Deformation Theory (FSDT), and the eigenvalues are obtained using Hamilton's principle.ResultsParametric studies are performed to analyse the effect of magnitude and distribution of mass on the free vibration characteristics of the plate resting on elastic foundations with various stiffness parameters. Various plate material and geometric properties are considered, and the nodal effect on the mass placement is investigated.ConclusionThis study shows that strategically placing the mass at a nodal point can make the mass act as a tuned mass damper to dampen specific vibration modes while keeping other vibration modes unaffected. Further, the Winkler elastic foundation significantly alters the dynamic behaviour of plates with distributed mass, whereas the Pasternak foundation alters the behaviour of plates with both concentrated and distributed mass.
引用
收藏
页数:23
相关论文
共 59 条
[1]   Bending and Buckling Analysis of Porous 2D Functionally Graded Beams with Exponential Material Property Variation [J].
Adiyaman G. ;
Turan M. .
Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2025, 49 (2) :1359-1386
[2]   Free vibration analysis of antisymmetric laminated rectangular plates with distributed patch mass using third-order shear deformation theory [J].
Alibeigloo, A. ;
Shakeri, M. ;
Kari, M. R. .
OCEAN ENGINEERING, 2008, 35 (02) :183-190
[3]  
Amba-Rao C.L., 1964, J APPL MECH, V31, P550, DOI [10.1115/1.3629680, DOI 10.1115/1.3629680]
[4]   Free Vibration Analysis of Thick Laminated Composite Shells Using Analytical and Finite Element Method [J].
Attia, Amina ;
Berrabah, Amina Tahar ;
Bourada, Fouad ;
Bousahla, Abdelmoumen Anis ;
Tounsi, Abdelouahed ;
Salem, Mohamed Abdelaziz ;
Khedher, Khaled Mohamed ;
Cuong-Le, Thanh .
JOURNAL OF VIBRATION ENGINEERING & TECHNOLOGIES, 2024, 12 (07) :7711-7728
[5]   A mechanical behavior of composite plates using a simple three variable refined plate theory [J].
Bakoura, Ahmed ;
Djedid, Ibrahim Klouche ;
Bourada, Fouad ;
Bousahla, Abdelmoumen Anis ;
Mahmoud, S. R. ;
Tounsi, Abdelouahed ;
Ghazwani, Mofareh Hassan ;
Alnujaie, Ali .
STRUCTURAL ENGINEERING AND MECHANICS, 2022, 83 (05) :617-625
[6]   A new HSDT for buckling and free vibration behavior of cross-ply laminated composite plates resting on elastic foundation [J].
Belbachir, Nasrine ;
Tounsi, Abdelouahed ;
Al-Osta, Mohammed A. .
COMPUTERS AND CONCRETE, 2025, 35 (01) :29-41
[7]   A refined quasi-3D theory for stability and dynamic investigation of cross-ply laminated composite plates on Winkler-Pasternak foundation [J].
Belbachir, Nasrine ;
Bourada, Fouad ;
Bousahla, Abdelmoumen Anis ;
Tounsi, Abdelouahed ;
Al-Osta, Mohamed A. ;
Ghazwani, Mofareh Hassan ;
Alnujaie, Ali ;
Tounsi, Abdeldjebbar .
STRUCTURAL ENGINEERING AND MECHANICS, 2023, 85 (04) :433-443
[8]   FREQUENCY-ANALYSIS OF RECTANGULAR ISOTROPIC PLATES CARRYING A CONCENTRATED MASS [J].
BOAY, CG .
COMPUTERS & STRUCTURES, 1995, 56 (01) :39-48
[9]   Effect of visco-Pasternak foundation on thermo-mechanical bending response of anisotropic thick laminated composite plates [J].
Bounouara, Fatima ;
Sadoun, Mohamed ;
Saleh, Mahmoud Mohamed Selim ;
Chikh, Abdelbaki ;
Bousahla, Abdelmoumen Anis ;
Kaci, Abdelhakim ;
Bourada, Fouad ;
Tounsi, Abdeldjebbar ;
Tounsi, Abdelouahed .
STEEL AND COMPOSITE STRUCTURES, 2023, 47 (06) :693-707
[10]   PLATES ON ELASTIC-FOUNDATION [J].
CHILTON, DS ;
WEKEZER, JW .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1990, 116 (11) :3236-3241