A unified third-order shear deformation theory for static analysis of laminated composite beams

Các tác giả

  • Xuan Bach Bui Đại học Sư phạm Kỹ thuật Thành phố Hồ Chí Minh (HCMUTE), Việt Nam
  • Phi Hai Ngo Nagecco, Vietnam
  • Trung Kien Nguyen Đại học Sư phạm Kỹ thuật Thành phố Hồ Chí Minh (HCMUTE), Việt Nam

Email tác giả liên hệ:

kiennt@hcmute.edu.vn

Từ khóa:

Beam theory, Composite materials, Ritz method, Static analysis, Trigonometric functions

Tóm tắt

A unified higher-order shear deformation theory for static analysis of laminated composite beams is proposed in this paper. The theory is based on a higher-order shear deformation beam theory in which a general shear function is proposed. The characteristic equations are derived from Lagrange’s equations and then Ritz method is used to determine the stiffness matrix. As for static analysis, the potential kinetic energy in the Lagrange’s equation is ignored. The shape functions for Ritz method approximation of displacement variables are selected to satisfy the boundary conditions. Numerical results are compared to those from previous works and are used to investigate the effects of fiber orientation, span-to-thickness ratio and boundary conditions on deflection and stresses of laminated composite beams.

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Tài liệu tham khảo

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Tải xuống

Đã Xuất bản

2019-12-27

Cách trích dẫn

[1]
X. B. Bui, P. H. Ngo, và T. K. Nguyen, “A unified third-order shear deformation theory for static analysis of laminated composite beams”, JTE, vol 14, số p.h 5, tr 87–93, tháng 12 2019.

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