Mathematical Research Data Initiative
Main page
Recent changes
Random page
Help about MediaWiki
Create a new Item
Create a new Property
Merge two items
In other projects
MaRDI portal item
Discussion
View source
View history
Purge
English
Log in

Efficient finite element formulation for the analysis of localized failure in beam structures

From MaRDI portal
Publication:3623162
Jump to:navigation, search

DOI10.1002/NME.2116zbMath1169.74052OpenAlexW2101674073MaRDI QIDQ3623162

J. Wackerfuß

Publication date: 16 April 2009

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.2116


zbMATH Keywords

singular surfacestrong discontinuitiesmesh independencetraction-separation law


Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Brittle fracture (74R10) Finite element methods applied to problems in solid mechanics (74S05)


Related Items (1)

Multi-scale computational model for failure analysis of metal frames that includes softening and local buckling




Cites Work

  • A finite element method for the simulation of strong and weak discontinuities in solid mechanics




This page was built for publication: Efficient finite element formulation for the analysis of localized failure in beam structures

Retrieved from "https://portal.mardi4nfdi.de/w/index.php?title=Publication:3623162&oldid=17061499"
Tools
What links here
Related changes
Special pages
Printable version
Permanent link
Page information
This page was last edited on 5 February 2024, at 05:02.
Privacy policy
About MaRDI portal
Disclaimers
Imprint
Powered by MediaWiki