Research on the mechanical behaviour of functionally graded porous sandwich plates using a new C1 finite element procedure

被引:16
作者
Nguyen, Thanh Hung [1 ]
Nguyen, Truong Thanh [2 ]
Tran, Trung Thanh [3 ]
Pham, Quoc-Hoa [4 ]
机构
[1] Univ Transport Technol, Fac Civil Engn, Hanoi, Vietnam
[2] Air Force Officers Coll, Nha Trang, Khanh Hoa, Vietnam
[3] Le Quy Don Tech Univ, Fac Mech Engn, Hanoi, Vietnam
[4] Nguyen Tat Thanh Univ, Fac Engn Technol, Ho Chi Minh City, Vietnam
关键词
Sandwich plates; Functionally graded porous; Q4; element; TSDT; SHEAR DEFORMATION-THEORY; FREE-VIBRATION ANALYSIS; SIMPLE 4-UNKNOWN SHEAR; HIGHER-ORDER SHEAR; BENDING ANALYSIS; COMPREHENSIVE ANALYSIS; BUCKLING ANALYSIS; GRADIENT; SHELLS; MODEL;
D O I
10.1016/j.rineng.2022.100817
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This article develops a new C1 rectangular element based on Shi's third-order shear deformation plate theory (TSDT) for the static and dynamic analysis of functionally graded porous (FGP) sandwich plates. Although the plate theory is attractive, it cannot be exploited as expected in finite element analysis due to the difficulties associated with satisfying the zero shear stress boundary condition. In this work, the proposed element has four nodes with seven degrees of freedom (DOFs) per node. The performance of this element is confirmed by con-ducting various examples, showing its accuracy and range of applications. Then, some studies are performed to present the effects of input parameters on the static and dynamic response of FGP sandwich plates.
引用
收藏
页数:12
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