New Ritz-solution shape functions for analysis of thermo-mechanical buckling and vibration of laminated composite beams

被引:42
作者
Ngoc-Duong Nguyen [1 ]
Trung-Kien Nguyen [1 ]
Thien-Nhan Nguyen [1 ]
Huu-Tai Thai [2 ]
机构
[1] Ho Chi Minh City Univ Technol & Educ, Fac Civil Engn, 1 Vo Van Ngan St, Ho Chi Minh City, Vietnam
[2] Duy Tan Univ, Inst Res & Dev, 03 Quang Trung, Da Nang, Vietnam
关键词
Ritz method; Thermo-mechanical effect; Laminated composite beams; GENERAL BOUNDARY-CONDITIONS; SHEAR DEFORMATION-THEORY; FINITE-ELEMENT;
D O I
10.1016/j.compstruct.2017.10.003
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
New hybrid shape functions for buckling and vibration analysis of laminated composite beams under thermal and mechanical loads are presented in this study. The displacement field of present work is based on a higher-order shear deformation beam theory. The governing equations of motion are derived from Lagrange's equations. A Ritz solution is developed in which new hybrid shape functions based on a combination of admissible and exponential functions for various boundary conditions are proposed. Numerical results are presented to compare with those from earlier works, and to examine the influences of span-to-height ratio, boundary conditions, material anisotropy and temperature changes on the buckling load and natural frequency of laminated composite beams.
引用
收藏
页码:452 / 460
页数:9
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