Đang chuẩn bị liên kết để tải về tài liệu:
Local buckling of thin-walled circular hollow section under uniform bending
Đang chuẩn bị nút TẢI XUỐNG, xin hãy chờ
Tải xuống
This article presents a semi-analytical finite strip method based on Marguerre’s shallow shell theory and Kirchhoff’s assumption. The formulated finite strip is used to study the buckling behavior of thin-walled circular hollow sections (CHS) subjected to uniform bending. The shallow finite strip program of the present study is compared to the plate strip implemented in CUFSM4.05 program for demonstrating the accuracy and better convergence of the former. |