Static bending analysis of two-layer variable thickness plate with shear connectors


Phung Van Minh, Do Van Thom and Pham Tien Dat
Faculty of Mechanical Engineering, Military Technical Academy
Email: [email protected]
Điện thoại:
    0     251
  • gplus
  • pinterest

Tóm tắt báo cáo

This paper analyzes the static bending of two-layer variable thickness plate with shear connectors. Mindlin plate theory and finite element are employed in this study to establish the program in MATLAB environment. Through parametric studies, static bending of two-layer variable thickness plate with shear connectors depends strongly on the thickness of the plate, geometrical parameter, boundary condition and the shear connectors.

Toàn văn báo cáo





Danh sách bình luận


Tham gia bình luận

Đánh giá:
Static bending analysis of two-layer variable thickness plate with shear connectors Report description: This paper analyzes the static bending of two-layer variable thickness plate with shear connectors. Mindlin plate theory and finite element are employed in this study to establish the program in MATLAB environment. Through parametric studies, static bending of two-layer variable thickness plate with shear connectors depends strongly on the thickness of the plate, geometrical parameter, boundary condition and the shear connectors.


Static bending analysis of two-layer variable thickness plate with shear connectors


This paper analyzes the static bending of two-layer variable thickness plate with shear connectors. Mindlin plate theory and finite element are employed in this study to establish the program in MATLAB environment. Through parametric studies, static bending of two-layer variable thickness plate with shear connectors depends strongly on the thickness of the plate, geometrical parameter, boundary condition and the shear connectors.
Hội nghị 40 năm Viện Cơ www.hoinghiVCH40nam.tk Hà Nội, Việt Nam 264 Đội Cấn, Ba Đình VN-HN 10000 VN 024.38325541