Numerical nonlinear modeling and simulations of high strength reinforced concrete beams using ANSYS
- 30 December 2021
- journal article
- research article
- Published by Springer Science and Business Media LLC in Journal of Building Pathology and Rehabilitation
- Vol. 7 (1), 1-23
- https://doi.org/10.1007/s41024-021-00155-w
Abstract
No abstract availableThis publication has 33 references indexed in Scilit:
- Shear behavior of Reinforced Concrete (RC) beams with circular web openings without additional shear reinforcementKSCE Journal of Civil Engineering, 2016
- Nonlinear finite element modeling of reinforced concrete haunched beams designed to develop a shear failureEngineering Structures, 2015
- Finite element modeling of reinforced concrete beams with a hybrid combination of steel and aramid reinforcementMaterials & Design (1980-2015), 2015
- Finite element analysis of strengthened RC beams in shear with aluminum platesComputers & Structures, 2015
- Finite Element Analysis of Bearing Capacity of RC Beams Retrofitted with External BarsStrength of Materials, 2014
- Nonlinear behavior of shear deficient RC beams strengthened with near surface mounted glass fiber reinforcement under cyclic loadingMaterials & Design (1980-2015), 2014
- Modeling of nonlinear cyclic response of shear-deficient RC T-beams strengthened with side bonded CFRP fabric stripsComputers & concrete, 2011
- Crack identification in reinforced concrete beams using ANSYS softwareStrength of Materials, 2010
- Experimental and finite element analysis on the steel fiber-reinforced concrete (SFRC) beams ultimate behaviorConstruction and Building Materials, 2009
- Effect of compressive strength and tensile reinforcement ratio on flexural behavior of high-strength concrete beamsEngineering Structures, 2000