Skip to main navigation Skip to search Skip to main content

Impact response and failure mode for single-layer geodesic spherical domes under impact load

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

Based on the ANSYS/LS-DYNA software, the analysis for the 40m span geodesic spherical domes under impact load is carried out. By changing the mass of impact object, impact velocity and impact location, the parametric analyses on the dynamic response of the structures under the impact loading are carried out. The three failure modes of the spherical domes are summed up: local dent of structure and global collapse of structure, Punch failure of structure. Then the characteristics of the dynamic response of the structure with different failure mode, such as the impact course, impact load, speed of nodes, displacement of nodes, and stress of bars, are investigated. It is further improvement of failure mode for single-layer reticulated dome under impact.

Original languageEnglish
Title of host publicationAdvances in Civil Structures
Pages80-84
Number of pages5
DOIs
StatePublished - 2013
Externally publishedYes
Event3rd International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2013 - Jinan, China
Duration: 24 May 201326 May 2013

Publication series

NameApplied Mechanics and Materials
Volume351-352
ISSN (Print)1660-9336
ISSN (Electronic)1662-7482

Conference

Conference3rd International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2013
Country/TerritoryChina
CityJinan
Period24/05/1326/05/13

Keywords

  • Failure mode
  • Geodesic domes
  • Impact
  • Impact response

Fingerprint

Dive into the research topics of 'Impact response and failure mode for single-layer geodesic spherical domes under impact load'. Together they form a unique fingerprint.

Cite this