|
|
|
Ruoxuan Li, Bai-Qiao Chen and C. Guedes Soares
The effect of ovality length on imperfect sandwich pipes is investigated using the finite element method in the scenario of local buckling under external pressure. First, the finite element model of the imperfect sandwich pipelines is established in ANSY...
ver más
|
|
|
|
|
|
Rogério Rodrigues dos Santos, Tulio Gomes de Paula Machado and Saullo Giovani Pereira Castro
One of the core technologies in lightweight structures is the optimal design of laminated composite stiffened panels. The increasing tailoring potential of new materials added to the simultaneous optimization of various design regions, leading to design ...
ver más
|
|
|
|
|
|
Jeong-Hyeon Kim, Doo-Hwan Park, Seul-Kee Kim, Myung-Sung Kim and Jae-Myung Lee
The curved plate has been extensively used as a structural member in many industrial fields, especially the shipbuilding industry. The present study investigated the ultimate strength and collapse behavior of the simply supported curved plate under a lon...
ver más
|
|
|
|
|
|
Jeong-Hyeon Kim, Doo-Hwan Park, Seul-Kee Kim, Jeong-Dae Kim and Jae-Myung Lee
This study aimed to investigate the behavioral characteristics of the lateral deflection of a simply supported perforated steel plate subjected to axial compression. Investigating the lateral deflection of the perforated plate is of great significance be...
ver más
|
|
|
|
|
|
Zhanzhong Yin, Hui Zhang and Wenwei Yang
A steel plate shear wall often uses partially encased composite (PEC) columns instead of edge frame columns. Such a steel plate shear wall not only bears the gravity load of the structure and resists the bending moment caused by lateral force by taking a...
ver más
|
|
|