Nonlinear buckling and postbuckling analysis of FG-GRMMC cylindrical panels with oblique and orthogonal stiffeners in thermal environment

  • Dang Thuy Dong

    Institute for Advanced Study in Technology, Ton Duc Thang University, No. 19 Nguyen Huu Tho Street, Ho Chi Minh City, Vietnam
    Faculty of Civil Engineering, Ton Duc Thang University, No. 19 Nguyen Huu Tho Street, Ho Chi Minh City, Vietnam
  • Dao Huy Bich

    Faculty of Mathematics, Mechanics and Informatics, VNU University of Science, No. 334 Nguyen Trai Street, Hanoi, Vietnam
  • Pham Nhu Nam

    Faculty of Mathematics, Mechanics and Informatics, VNU University of Science, No. 334 Nguyen Trai Street, Hanoi, Vietnam
    University of Transport Technology, No. 54 Trieu Khuc Street, Hanoi, Vietnam
  • Pham Thanh Hieu

    University of Transport Technology, No. 54 Trieu Khuc Street, Hanoi, Vietnam
  • Nguyen Thi Phuong

    Institute for Advanced Study in Technology, Ton Duc Thang University, No. 19 Nguyen Huu Tho Street, Ho Chi Minh City, Vietnam
    Faculty of Civil Engineering, Ton Duc Thang University, No. 19 Nguyen Huu Tho Street, Ho Chi Minh City, Vietnam
Email: nguyenthiphuong@tdtu.edu.vn
Từ khóa: functionally graded graphene-reinforced metal matrix composite, cylindrical panels, oblique stiffeners, nonlinear buckling, energy method, thermal environment

Tóm tắt

Advanced composite materials, with their superior strength-to-weight ratio, durability, and thermal resistance, are increasingly applied in civil engineering for withstanding harsh mechanical and environmental loads. This paper presents a nonlinear stability analysis of cylindrical panels made from a new type of composite material, namely, functionally graded graphene-reinforced metal matrix composite (FG-GRMMC). The panels are stiffened by oblique or orthogonal FG-GRMMC stiffeners. The fundamental formulation is developed using higher-order shear deformation theory (HSDT), incorporating von Kármán geometric nonlinearity. The effects of stiffeners are modeled using an enhanced smeared stiffener technique for both mechanical and thermal effects through coordinate transformation. The governing equations are derived and solved using the Ritz energy method. Different graphene distribution patterns and stiffener orientations are systematically investigated to evaluate their effects on critical buckling and postbuckling responses. The results highlight the significant improvements in structural stability achieved through the use of oblique stiffeners and optimized material, particularly under thermal loading conditions

Tài liệu tham khảo

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