Failure prediction in sandwich panels under blast loading using a refined zigzag element

M. Dorduncu, A. Barut, E. Madenci

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Scopus citations

Abstract

This study describes the use of a refined zigzag finite element to investigate the dynamic response of sandwich panels subjected to blast loading. The time variation of blast loading is represented in the form of a triangle. The solution is achieved by using a novel adaptive time stepping algorithm. The accuracy of the present approach is established by comparison against 3-D finite element models.

Original languageEnglish (US)
Title of host publication54th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
DOIs
StatePublished - Aug 2 2013
Event54th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference - Boston, MA, United States
Duration: Apr 8 2013Apr 11 2013

Publication series

Name54th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference

Other

Other54th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
CountryUnited States
CityBoston, MA
Period4/8/134/11/13

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Mechanics of Materials
  • Building and Construction
  • Architecture

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  • Cite this

    Dorduncu, M., Barut, A., & Madenci, E. (2013). Failure prediction in sandwich panels under blast loading using a refined zigzag element. In 54th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference (54th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference). https://doi.org/10.2514/6.2013-1551