Nonlinear Finite Element Analysis of Reinforced Concrete Beams with a Small Amount of Web Reinforcement under Shear | ||
| Engineering and Technology Journal | ||
| Article 1, Volume 27, Issue 8, June 2009, Pages 1485-1496 PDF (231.88 K) | ||
| DOI: 10.30684/etj.27.8.5 | ||
| Author | ||
| Thaer Jasim Mohammed | ||
| Abstract | ||
| This research work presents a nonlinear finite element investigation on the behavior of reinforced concrete beams with a small amount of web reinforcement under shear. This investigation is carried out in order to get a better understanding of their behavior throughout the entire loading history. The three- dimensional 20-node brick elements are used to model the concrete, while the reinforcing bars are modeled as axial members embedded within the concrete brick elements. The compressive behavior of concrete is simulated by an elastic-plastic work-hardening model followed by a perfectly plastic response, which terminated at the onset of crushing. In tension, a fixed smeared crack model has been used. | ||
| Keywords | ||
| Finite element method; Small amount web reinforcement; shear | ||
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