Behavior of High Strength Concrete (HSC) Reinforced Beam with GFRP Bars Using Plastic Damaged Concrete Model
Journal: Current Trends in Technology and Sciences (Vol.2, No. 3)Publication Date: 2013-05-20
Authors : H.kamanehazari F.Tadbiri;
Page : 272-276
Keywords : Flexural element; High Strength Concrete; GFRP bars; ABAQUS;
Abstract
Reinforced concrete structures consists of two main components and the behavior of these structures influenced by gender and material properties, in order to investigate the behavior of concrete reinforced beam that most important flexural element in reinforced concrete structures, we chosen High Strength Concrete (HSC) for concrete and GFRP and steel bars for reinforcement. For compare the new beam element(high strength concrete and GFRP bars) ,with general beam (general concrete and steel bars) finite element software ABAQUS used, therefore flexural beam models in this software after simulation and analysis, the results shows that the stress in this elements are reduced.
Other Latest Articles
- Challenges and Strategies in it Industry in the Global Perspective
- Anti-Hyperlipidemic Activity of Aqueous Extract of Carica Papaya Seed in Albino Rats fed with High Fat Diet
- Student - Teacher Model for Higher Education System
- The Role of Demographics and Human Activities in the Spread of Diseases
- A Review on Wireless Electricity Transmission Techniques
Last modified: 2013-10-21 14:45:00