Comparative Assessment of Commonly Used Concrete Damage Plasticity Material Parameters
The non-homogeneous and non-linear mechanical behaviour of concrete complicates the numerical simulations of its corresponding material model. The concrete damaged plasticity (CDP) model is one of the most popular constitutive models for concrete. State-of-the-art CDP material parameters are introduced in Abaqus documentation , Jankowiak and Łodygowski , and Hafezolghorani et al. . Accordingly, this paper presents a novel comparative study of these commonly-used concrete CDP parameters by assessing the response of plain concrete specimens under quasi-static loading conditions. The research conducts standard laboratory tests: compressive strength test of a concrete cube and three-point flexural test of a plain concrete beam. Sophisticated non-linear computational models are built using Abaqus/CAE and analysed using Abaqus/Explicit solver. The results discuss and compare deformations, damage patterns, reaction forces, compressive strength, tensile stress and modulus of rapture. The thorough study concludes that choosing CDP parameters is case-dependant and should be selected carefully.
Dassault Systemes. Abaqus Verification Manual. 2004. (Simulia Corp. Providence, RI, USA).
Jankowiak T, Lodygowski T. Identification of parameters of concrete damage plasticity constitutive model. Foundations of civil and environmental engineering. 2005;6(1):53-69.
Hafezolghorani M, Hejazi F, Vaghei R, et al. Simplified damage plasticity model for concrete. Structural Engineering International. 2018;27(1):68-78.
Adekeye A, Awoyera P. Strength characteristics of concrete beams reinforced with steel bars of equivalent area but different diameters. Research Journal of Applied Sciences, Engineering and Technology. 2015;11(7):765-769.
Sümer Y, Aktaş M. Defining parameters for concrete damage plasticity model. Challenge Journal of Structural Mechanics. 2015;1(3):149-155.
Tao Y, Chen J-F. Concrete damage plasticity model for modeling FRP-to-concrete bond behavior. Journal of composites for construction. 2015;19(1):04014026.
Alongi A, Angelotti A, Mazzarella L. A numerical model to simulate the dynamic performance of Breathing Walls. Journal of Building Performance Simulation. 2021;14(2):155-180.
Al-Rifaie H, Sumelka W. Numerical Analysis of a Reinforced Concrete Supporting Structure for Blast Resistant Gates. 23rd International Conference on Computer Methods in Mechanics PCM-CMM; Krakow, Poland 2019.
Al-Rifaie H, Studziński R, Gajewski T, et al. Full scale field testing of trapezoidal core sandwich panels subjected to adjacent and contact detonations. Modern Trends in Research on Steel, Aluminium and Composite Structures: Routledge; 2021. p. 393-399.
Cüneyt Aydin A, Tortum A, Yavuz M. Prediction of concrete elastic modulus using adaptive neuro-fuzzy inference system. Civil Engineering and Environmental Systems. 2006;23(4):295-309.
Al-Rifaie H, Sumelka W. Auxetic Damping Systems for Blast Vulnerable Structures. In: Voyiadjis GZ, editor. Handbook of Damage Mechanics. NY, USA: Springer; 2020.
Michał S, Andrzej W. Calibration of the CDP model parameters in Abaqus. World Congr Adv Struct Eng Mech(ASEM 15), Incheon Korea. 2015.
Chaudhari S, Chakrabarti M. Modeling of concrete for nonlinear analysis using finite element code ABAQUS. International Journal of Computer Applications. 2012;44(7):14-18.
Wahalathantri B, Thambiratnam D, Chan T, et al., editors. A material model for flexural crack simulation in reinforced concrete elements using ABAQUS. Proceedings of the first international conference on engineering, designing and developing the built environment for sustainable wellbeing; 2011: Queensland University of Technology.
Ren W, Sneed LH, Yang Y, et al. Numerical simulation of prestressed precast concrete bridge deck panels using damage plasticity model. International Journal of Concrete Structures and Materials. 2015;9(1):45-54.
Farahmandpour C, Dartois S, Quiertant M, et al. A concrete damage–plasticity model for FRP confined columns. Materials and Structures. 2017;50(2):1-17.
Majed MM, Tavakkolizadeh M, Allawi AA. Finite element analysis of rectangular RC beams strengthened with FRP laminates under pure torsion. Structural Concrete. 2021.
Othman H, Marzouk H. Applicability of damage plasticity constitutive model for ultra-high performance fibre-reinforced concrete under impact loads. International Journal of Impact Engineering. 2018;114:20-31.
Banyhussan QS, Yıldırım G, Anıl Ö, et al. Impact resistance of deflection‐hardening fiber reinforced concretes with different mixture parameters. Structural Concrete. 2019;20(3):1036-1050.
Kakavand MRA, Taciroglu E. An enhanced damage plasticity model for predicting the cyclic behavior of plain concrete under multiaxial loading conditions. Frontiers of Structural and Civil Engineering. 2020;14(6):1531-1544.
Plos M, Gylltoft K. Evaluation of shear capacity of a prestressed concrete box girder bridge using non-linear FEM. Structural engineering international. 2006;16(3):213-221.
Lubliner J, Oliver J, Oller S, et al. A plastic-damage model for concrete. International Journal of solids and structures. 1989;25(3):299-326.
Lee J, Fenves GL. Plastic-damage model for cyclic loading of concrete structures. Journal of engineering mechanics. 1998;124(8):892-900.
Malm R. Shear cracks in concrete structures subjected to in-plane stresses: KTH; 2006.
Dassault Systèmes. Abaqus analysis user manual. Vol. 40. 2007. (Simulia Corp. Providence, RI, USA).
Al-Rifaie H. Application of passive damping systems in blast resistant gates. Poznan, Poland: Poznan University of Technology; 2019.
Loven J, Svavarsdóttir ES. Concrete Beams Subjected to Drop Weight Impact-Comparison of experimental data and numerical modellin. Göteborg, Sweden: Chalmers University Of Technology; 2016.
CEN-EN 12390-1. Testing hardened concrete - Part 1: Shape, dimensions and other requirements for specimens and moulds. European Committee for Standardization. 2021;2:16.
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