Volume 5, Issue 3 (September 2007)                   IJCE 2007, 5(3): 224-235 | Back to browse issues page

XML Print

Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Rezaiee-Pajand M, Riyazi-Mazloomi M. Elasto-Plastic Analysis of Trusses by Virtual Loads. IJCE 2007; 5 (3) :224-235
URL: http://ijce.iust.ac.ir/article-1-326-en.html
Elasto-Plastic Analysis of Trusses by Virtual Loads
M. Rezaiee-Pajand , M. Riyazi-Mazloomi
Abstract:   (9120 Views)
In this research a new approach is proposed for elasto-plastic analysis of structures with truss elements. This method covers both perfectly plastic and hardening properties. The Proposed technique uses substituting virtual loads instead of modifying the stiffness matrix. To solve this kind of problems, complementary programming is utilized. Numerical examples demonstrate that elastoplastic analysis by this approach has very good convergence, rapidity, and accuracy.
Keywords: elasto-plastic, truss, hardening, complementary programming, virtual loads
Full-Text [PDF 324 kb]   (4338 Downloads)    
Type of Study: Research Paper |
Add your comments about this article : Your username or Email:
CAPTCHA
Rights and permissions
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

© 2024 CC BY-NC 4.0 | International Journal of Civil Engineering

Designed & Developed by : Yektaweb