Repercussion on Plastic Zones Formed in Vertically Oriented Planar Wall
|International Journal of Engineering Trends and Technology (IJETT)||
|© 2021 by IJETT Journal|
|Year of Publication : 2021|
|Authors : Vikram S. Singh, Keshav K. Sangle
|DOI : 10.14445/22315381/IJETT-V69I2P203|
MLA Style: Vikram S. Singh, Keshav K. Sangle "Repercussion on Plastic Zones Formed in Vertically Oriented Planar Wall" International Journal of Engineering Trends and Technology 69.2(2021):19-24.
APA Style:Vikram S. Singh, Keshav K. Sangle. Repercussion on Plastic Zones Formed in Vertically Oriented Planar Wall International Journal of Engineering Trends and Technology, 69(2),19-24.
Vertically oriented planar wall has become very popular worldwide for stabilizing the high-rise structures against the lateral forces. In contrast, very little research, primarily lead to problems in accurately modelling the complicated behaviour of concrete, has indeed been concerned with simulation. A simple yet versatile finite element (FE) model for the simulation of shear wall behaviour with varying mesh sizes is presented in this paper. To capture the concrete-to-reinforcement relationship behaviour, a concrete damage plasticity model is proposed. Also, for carrying out effective simulation of concrete structures, much more important constitutive model available in ABAQUS is Concrete Damaged Plasticity (CDP). It only needs the specific material parameters (i.e. no arbitrary user specified parameter is needed, like that of the shear retention factor) as well can be implemented directly in the ABAQUS CAE software. These are two additional advantages in conjunction to accuracy that model has. Model predictions are contrasted with actual experimental data on shear walls subject to monotonous loading conditions. Further investigation was carried out by simulating the wall with varying mesh sizes for observing the effect of mesh sizes on to the plastic zone which is formed at the base of shear wall under extreme loading condition.
 F. C. Filippou, G. L. Fenves, Methods Of Analysis For Earthquake- Resistant Structures, In Earthquake Engineering-From Engineering Seismology To Performance-Based Engineering, (2004) 1–66.
 M. Fragiadakis, M. Papadrakakis, Modeling, Analysis And Reliability Of Seismically Excited Structures: Computational Issues, International Journal Of Computational Methods, 05(04)(2008) 483–511.
 E. Spacone, V. Ciampi, F. C. Filippou, Mixed Formulation Of Nonlinear Beam Finite Element, Computers & Structures, 58(1)(1996) 71–83.
 A. Neuenhofer, F. C. Filippou, Evaluation Of Nonlinear Frame Finite-Element Models, Journal Of Structural Engineering, 123(7) (1997) 958–966.
 Abaqus/Cae User’s Guide 6.14, (2014),.
 A. Rašeta, A. S. ?ur?in, I. Džolev, M. Šešlija, D. Nadaški5, Nonlinear Static Analysis Of Rc Wall Using Abaqus Program, In Planning, Design, Construction And Building Renewal Andrija, (2018) 207–214.
 M. Hafezolghorani, F. Hejazi, R. Vaghei, M. S. Bin Jaafar, K. Karimzade, Simplified Damage Plasticity Model For Concrete, Structural Engineering International, 27(1)(2017) 68–78.
 Y. Xiao, Z. Chen, J. Zhou, Y. Leng, R. Xia, Concrete Plastic-Damage Factor For Finite Element Analysis: Concept, Simulation, And Experiment, Advances In Mechanical Engineering,9(9)(2017) 168781401771964.
 A. Ali, D. Kim, S. G. Cho, Modeling Of Nonlinear Cyclic Load Behavior Of I-Shaped Composite Steel-Concrete Shear Walls Of Nuclear Power Plants, Nuclear Engineering And Technology, 45(1) (2013) 89–98.
 K. Pelletier, P. Léger, Nonlinear Seismic Modeling Of Reinforced Concrete Cores Including Torsion, Engineering Structures, 2017, 136, 380–392.
 J. Lee, G. L. Fenves, Plastic-Damage Model For Cyclic Loading Of Concrete Structures, Journal Of Engineering Mechanics, 124(8)(1998) 892–900.
 J. Lubliner, J. Oliver, S. Oller, E. Oñate, A Plastic-Damage Model For Concrete, International Journal Of Solids And Structures,25(3) (1989) 299–326.
 P. A. Vermeer, R. De Borst, Non-Associated Plasticity For Soils, Concrete And Rock, In Physics Of Dry Granular, Heron, (1984) 1–64.
 F. Lopez-Almansa, B. Alfarah, S. Oller, Numerical Simulation Of Rc Frame Testing With Damaged Plasticity Model Comparison With Simplified Models, In 2nd European Conference On Earthquake Engineering And Seismology, (2014-2015) 1–12.
 I. D. Lefas, M. D. Kotsovos, N. N. Ambraseys, Behavior Of Reinforced Concrete Structural Walls: Strength, Deformation Characteristics, And Failure Mechanism, Aci Structural Journal, 87(1)(1990) 23–31.
 P. Grassl, M. Jirásek, Plastic Model With Non-Local Damage Applied To Concrete, International Journal For Numerical And Analytical Methods In Geomechanics, 30(1)(2006) 71–90.  Vedant Mishra, Dr. M.P. Mishra, Reinforced Concrete Shear Wall System and its Effectiveness in Highrise Buildings IJETT International Journal of Civil Engineering 7(4) (2020) 14-18.
ABAQUS CAE, Nonlinear Analysis, Plastic Zone, Plastic Hinge, Vertically Oriented Planar Shear Wall.