Experimental and numerical studies for buckling and collapse behaviors of a cracked thin steel panel subjected to sequential tensile and compressive loading

Septia Hardy Sujiatanti, Satoyuki Tanaka, Shuhei Shinkawa, Yu Setoyama, Daisuke Yanagihara

研究成果: ジャーナルへの寄稿学術誌査読

8 被引用数 (Scopus)

抄録

The buckling and collapse behaviors of a cracked thin steel panel subjected to sequential tensile and compressive loading were investigated. An experimental apparatus was developed. Three different test specimens were employed, i.e., an intact panel and cracked panels with different crack lengths. The load-displacement curve and crack opening displacement (COD) were measured during the loading. The experimental results were examined via finite element (FE) computation. The results revealed that the developed experimental apparatus is quite suitable for investigating the buckling and collapse behaviors. Furthermore, the maximum tensile load, ultimate strength and local deformation around the crack were well simulated by the FE computation. The presence of the crack and length of the crack were strongly affected to the buckling and collapse behaviors.

本文言語英語
論文番号107059
ジャーナルThin-Walled Structures
157
DOI
出版ステータス出版済み - 12月 2020

!!!All Science Journal Classification (ASJC) codes

  • 土木構造工学
  • 建築および建設
  • 機械工学

フィンガープリント

「Experimental and numerical studies for buckling and collapse behaviors of a cracked thin steel panel subjected to sequential tensile and compressive loading」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

引用スタイル