Volume 4, Issue 4 (December 2006)                   IJCE 2006, 4(4): 296-313 | Back to browse issues page

XML Print


Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:

Sadrnejad S, Labibzadeh M. A Continuum/Discontinuum Micro Plane Damage Model for Concrete . IJCE. 2006; 4 (4) :296-313
URL: http://ijce.iust.ac.ir/article-1-337-en.html
Abstract:   (7575 Views)
Analysis and prediction of structural response to static or dynamic loading requires prediction of concrete response tovariable load histories. The constitutive equations for the mechanical behavior of concrete capable of seeing damage effects or crack growth procedure under loading/unloading/reloading was developed upon micro-plane framework. The proposed damage formulation has been built on the basis of five fundamental types of stress/strain combinations, which essentially may occur on any of micro-planes. Model verification under different loading/unloading/reloading stress/strain paths has been examined. The proposed model is capable of presenting pre-failure history of stress/strain progress on different predefined sampling planes through material. Many of mechanical behavior aspects happen during plasticity such as induced anisotropy, rotation of principal stress/strain axes, localization of stress/strain, and even failure mechanism are predicted upon a simple rational way and can be presented.
Full-Text [PDF 461 kb]   (2683 Downloads)    
Type of Study: Research Paper |

Add your comments about this article : Your username or Email:
CAPTCHA code

© 2018 All Rights Reserved | International Journal of Civil Engineering

Designed & Developed by : Yektaweb