Published February 2008 | Version v1
Journal article Metadata-only

Meshless analysis of geometrically nonlinear beams

Creators

  • 1. South China University of Technology, Guangzhou, Guangdong, 510640 (China)

Description

The meshless method is applied to the response analysis of a geometrically nonlinear beam. The corresponding nonlinear strain operator matrix and tangent rigidity matrix are given. The computational results agree well with Holden's analytic solution. It is found that the meshless method is more efficient for large displacement

Availability note (English)

Available from http://dx.doi.org/10.1088/1742-6596/96/1/012005

Additional details

Identifiers

DOI
10.1088/1742-6596/96/1/012005;

Publishing Information

Journal Title
Journal of Physics. Conference Series (Online)
Journal Volume
96
Journal Issue
1
Journal Page Range
[9 p.]
ISSN
1742-6596

Conference

Title
International symposium on nonlinear dynamics
Acronym
ISND 2007
Dates
27-30 Oct 2007
Place
Shanghai (China)

INIS

Country of Publication
United Kingdom
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
40055349
Subject category
S71: CLASSICAL AND QUANTUM MECHANICS, GENERAL PHYSICS;
Resource subtype / Literary indicator
Conference
Descriptors DEI
ANALYTICAL SOLUTION; CALCULATION METHODS; MATHEMATICAL OPERATORS; MATRICES; NONLINEAR PROBLEMS; STRAINS
Descriptors DEC
MATHEMATICAL SOLUTIONS