Buckling and collapse analysis of a cracked panel under a sequence of tensile to compressive load employing a shell-solid mixed finite element modeling

Satoyuki Tanaka, Septia Hardy Sujiatanti, Yu Setoyama, Ji Yu, Daisuke Yanagihara, Zhiyong Pei

研究成果: ジャーナルへの寄稿記事

抄録

The present study focuses on buckling and collapse behaviors of cracked steel panel by accounting for the crack opening/closure. A rectangular panel with a transverse through crack to the loading direction is selected to better understand the typical mechanical characteristics of a panel subjected to a sequence of tensile to compressive loading. When a tensile load is applied to the cracked panel, a through crack gradually opened and yielding occurs around the crack tip. When a compressive load is applied after the tensile load, the crack gradually closed and elastic/elasto-plastic buckling occur. A shell-solid mixed finite element (FE) model is adopted to effectively analyze the crack opening/closure. Shell FEs are employed in the rectangular panel (shell model), while solid FEs are partially adopted around the crack (solid model). Double nodes and contact condition are imposed on the crack face. The shell and solid models are joined together with a rigid body element (RBE). The buckling and collapse behaviors of the panel models under a sequence of tensile to compressive loading is critically examined, as well as its local behavior, i.e., crack opening displacement (COD) varying displacement amplitude, panel aspect ratio and panel thickness. The results show that the crack opening/closure strongly affect the buckling and collapse behaviors of the cracked panel.

元の言語英語
ページ(範囲)987-1001
ページ数15
ジャーナルEngineering Failure Analysis
104
DOI
出版物ステータス出版済み - 10 1 2019

Fingerprint

Buckling
Cracks
Steel
Crack tips
Aspect ratio
Plastics

All Science Journal Classification (ASJC) codes

  • Materials Science(all)
  • Engineering(all)

これを引用

Buckling and collapse analysis of a cracked panel under a sequence of tensile to compressive load employing a shell-solid mixed finite element modeling. / Tanaka, Satoyuki; Sujiatanti, Septia Hardy; Setoyama, Yu; Yu, Ji; Yanagihara, Daisuke; Pei, Zhiyong.

:: Engineering Failure Analysis, 巻 104, 01.10.2019, p. 987-1001.

研究成果: ジャーナルへの寄稿記事

@article{cfadadf17c3148cda9d1e59b5e6aac8e,
title = "Buckling and collapse analysis of a cracked panel under a sequence of tensile to compressive load employing a shell-solid mixed finite element modeling",
abstract = "The present study focuses on buckling and collapse behaviors of cracked steel panel by accounting for the crack opening/closure. A rectangular panel with a transverse through crack to the loading direction is selected to better understand the typical mechanical characteristics of a panel subjected to a sequence of tensile to compressive loading. When a tensile load is applied to the cracked panel, a through crack gradually opened and yielding occurs around the crack tip. When a compressive load is applied after the tensile load, the crack gradually closed and elastic/elasto-plastic buckling occur. A shell-solid mixed finite element (FE) model is adopted to effectively analyze the crack opening/closure. Shell FEs are employed in the rectangular panel (shell model), while solid FEs are partially adopted around the crack (solid model). Double nodes and contact condition are imposed on the crack face. The shell and solid models are joined together with a rigid body element (RBE). The buckling and collapse behaviors of the panel models under a sequence of tensile to compressive loading is critically examined, as well as its local behavior, i.e., crack opening displacement (COD) varying displacement amplitude, panel aspect ratio and panel thickness. The results show that the crack opening/closure strongly affect the buckling and collapse behaviors of the cracked panel.",
author = "Satoyuki Tanaka and Sujiatanti, {Septia Hardy} and Yu Setoyama and Ji Yu and Daisuke Yanagihara and Zhiyong Pei",
year = "2019",
month = "10",
day = "1",
doi = "10.1016/j.engfailanal.2019.06.039",
language = "English",
volume = "104",
pages = "987--1001",
journal = "Engineering Failure Analysis",
issn = "1350-6307",
publisher = "Elsevier BV",

}

TY - JOUR

T1 - Buckling and collapse analysis of a cracked panel under a sequence of tensile to compressive load employing a shell-solid mixed finite element modeling

AU - Tanaka, Satoyuki

AU - Sujiatanti, Septia Hardy

AU - Setoyama, Yu

AU - Yu, Ji

AU - Yanagihara, Daisuke

AU - Pei, Zhiyong

PY - 2019/10/1

Y1 - 2019/10/1

N2 - The present study focuses on buckling and collapse behaviors of cracked steel panel by accounting for the crack opening/closure. A rectangular panel with a transverse through crack to the loading direction is selected to better understand the typical mechanical characteristics of a panel subjected to a sequence of tensile to compressive loading. When a tensile load is applied to the cracked panel, a through crack gradually opened and yielding occurs around the crack tip. When a compressive load is applied after the tensile load, the crack gradually closed and elastic/elasto-plastic buckling occur. A shell-solid mixed finite element (FE) model is adopted to effectively analyze the crack opening/closure. Shell FEs are employed in the rectangular panel (shell model), while solid FEs are partially adopted around the crack (solid model). Double nodes and contact condition are imposed on the crack face. The shell and solid models are joined together with a rigid body element (RBE). The buckling and collapse behaviors of the panel models under a sequence of tensile to compressive loading is critically examined, as well as its local behavior, i.e., crack opening displacement (COD) varying displacement amplitude, panel aspect ratio and panel thickness. The results show that the crack opening/closure strongly affect the buckling and collapse behaviors of the cracked panel.

AB - The present study focuses on buckling and collapse behaviors of cracked steel panel by accounting for the crack opening/closure. A rectangular panel with a transverse through crack to the loading direction is selected to better understand the typical mechanical characteristics of a panel subjected to a sequence of tensile to compressive loading. When a tensile load is applied to the cracked panel, a through crack gradually opened and yielding occurs around the crack tip. When a compressive load is applied after the tensile load, the crack gradually closed and elastic/elasto-plastic buckling occur. A shell-solid mixed finite element (FE) model is adopted to effectively analyze the crack opening/closure. Shell FEs are employed in the rectangular panel (shell model), while solid FEs are partially adopted around the crack (solid model). Double nodes and contact condition are imposed on the crack face. The shell and solid models are joined together with a rigid body element (RBE). The buckling and collapse behaviors of the panel models under a sequence of tensile to compressive loading is critically examined, as well as its local behavior, i.e., crack opening displacement (COD) varying displacement amplitude, panel aspect ratio and panel thickness. The results show that the crack opening/closure strongly affect the buckling and collapse behaviors of the cracked panel.

UR - http://www.scopus.com/inward/record.url?scp=85068268796&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85068268796&partnerID=8YFLogxK

U2 - 10.1016/j.engfailanal.2019.06.039

DO - 10.1016/j.engfailanal.2019.06.039

M3 - Article

AN - SCOPUS:85068268796

VL - 104

SP - 987

EP - 1001

JO - Engineering Failure Analysis

JF - Engineering Failure Analysis

SN - 1350-6307

ER -