The deformation and failure mechanism of cylindrical shell and square plate with pre-formed holes under blast loading

Received: 1 April 2021, Revised: 17 Apr 2021, Accepted: 22 Aug 2021, Available online: 08 Sep 2021, Version of Record: 08 Sep 2021

Wei Li a, Peng Wang a, Gao-peng Feng a, Yong-gang Lu a, Jun-zheng Yue b, Hui-min Li a
a
Institute of System Engineering, CAEP, Mianyang 621900, Sichuan, China
b
Institute of Mechanics, Chinese Academy of Science, Beijing 100190, China

Abstract


The deformation and failure mechanism of cylindrical shells and square plate with pre-formed holes under blast loading were investigated numerically by employing the Ansys 17.0 and Ls-Dyna 971. To calibrate the numerical model, the experiments of square plates with pre-formed circle holes were modeled and the numerical results have a good agreement with the experiment data. The calibrated numerical model was used to study the deformation and failure mechanism of cylindrical shells with pre-formed circle holes subjected to blast loading. The structure response and stress field changing process has been divided into four specific stages and the deformation mechanism has been discussed systematically. The local and global deformation curves, degree of damage, change of stress status and failure modes of cylindrical shell and square plate with pre-formed circular holes are obtained, compared and analyzed, it can be concluded as: (1) The transition of tensile stress fields is due to the geometrical characteristic of pre-formed holes and cylindrical shell with arch configuration; (2) The existence of pre-formed holes not only lead to the increasing of stress concentration around the holes, but also release the stress concentration during whole response process; (3) There are three and two kinds of failure modes for square plate and cylindrical shell with pre-formed holes, respectively. and the standoff distance has a key influence on the forming location of the crack initiating point and the locus of crack propagation; (4) The square plate with pre-formed holes has a better performance than cylindrical shell on blast-resistant capability at a smaller standoff distance, while the influence of pre-formed holes on the reduction of blast-resistant capability of square plate is bigger than that of cylindrical shell.

Keywords
Pre-formed holes
Cylindrical shell and square plate
Deformation mechanism
Failure mechanism



Description



   

Indexed in scopus

https://www.scopus.com/authid/detail.uri?authorId=56136919900
      

Article metrics

10.31763/DSJ.v5i1.1674 Abstract views : | PDF views :

   

Cite

   

Full Text

Download

Conflict of interest


“Authors state no conflict of interest”


Funding Information


This research received no external funding or grants


Peer review:


Peer review under responsibility of Defence Science Journal


Ethics approval:


Not applicable.


Consent for publication:


Not applicable.


Acknowledgements:


None.