Finite element analysis of controlled low strength materials

Abstract

Controlled low strength materials (CLSM) are flowable and self-compacting construction materials that have been used in a wide variety of applications. This paper describes the numerical modeling of CLSM fills with finite element method under compression loading and the bond performance of CLSM and steel rebar under pullout loading. The study was conducted using a plastic-damage model which captures the material behavior using both classical theory of elasto-plasticity and continuum damage mechanics. The capability of the finite element approach for the analysis of CLSM fills was assessed by a comparison with the experimental results from a laboratory compression test on CLSM cylinders and pullout tests. The analysis shows that the behavior of a CLSM fill while subject to a failure compression load or pullout tension load can be simulated in a reasonably accurate manner.

Keywords

CLSM / finite element method / compressive strength / pullout / numerical modeling / plastic damage model

References

[1] ACI 229R. Controlled Low-Strength Materials. Farmington Hills, MI: American Concrete Institute, 2013

[2] Alizadeh V. The sustainable application of fly ash in bridge abutments. Geo-Chicago 2016: Sustainable Materials and Resource Conservation, Geotechnical Special Publication (GSP), 2016, 272: 159–166

[3] Najafi F T, Tia M. Use of accelerated flowable fill in pavement section. Final Report-Vol. 1. 2004

[4] Trejo D, Folliard K J, Du L. Sustainable development using controlled low-strength material. In: Proceedings of International Workshop on Sustainable Development and Concrete Technology, 2004, 231–250

[5] Sheen Y N, Huang L J, Wang H Y, Le D H. Experimental study and strength formulation of soil-based controlled low-strength material containing stainless steel reducing slag. Construction & Building Materials, 2014, 54: 1–9

[6] Schmitz M E, Parsons R L, Ramirez G, Zhao Y. Use of controlled low-strength material as abutment backfill. Report No. K-TRAN: KU-02–6. 2004

[7] Blanco A, Pujadas P, Cavalaro S, Aguado A. Methodology for the design of controlled low-strength materials application to the backfill of narrow trenches. Construction & Building Materials, 2014, 72: 23–30

[8] Amiri F, Anitescu C, Arroyo M, Bordas S P A, Rabczuk T. XLME interpolants, a seamless bridge between XFEM and enriched meshless methods. Computational Mechanics, 2014, 53(1): 45–57

[9] Areias P, Rabczuk T, Camanho P P. Finite strain fracture of 2D problems with injected anisotropic softening elements. Theoretical and Applied Fracture Mechanics, 2014, 72: 50–63

[10] Rabczuk T, Akkermann J, Eibl J. A numerical model for reinforced concrete structures. International Journal of Solids and Structures, 2005, 42(5–6): 1327–1354

[11] Rabczuk T, Belytschko T. A three-dimensional large deformation meshfree method for arbitrary evolving cracks. Computer Methods in Applied Mechanics and Engineering, 2007, 196(29–30): 2777–2799

[12] Rabczuk T, Belytschko T. Application of particle methods to static fracture of reinforced concrete structures. International Journal of Fracture, 2006, 137(1–4): 19–49

[13] Rabczuk T, Belytschko T. Cracking particles: A simplified meshfree method for arbitrary evolving cracks. International Journal for Numerical Methods in Engineering, 2004, 61(13): 2316–2343

[14] Rabczuk T, Zi G, Bordas S, Nguyen-Xuan H. A simple and robust three-dimensional cracking-particle method without enrichment. Computer Methods in Applied Mechanics and Engineering, 2010, 199(37–40): 2437–2455

[15] Rabczuk T, Zi G, Bordas S, Nguyen-Xuan H. A geometrically non-linear three-dimensional cohesive crack method for reinforced concrete structures. Engineering Fracture Mechanics, 2008, 75(16): 4740–4758

[16] Areias P, Msekh M A, Rabczuk T. Damage and fracture algorithm using the screened Poisson equation and local remeshing. Engineering Fracture Mechanics, 2016, 158: 116–143

[17] Areias P, Rabczuk T, Dias-da-Costa D. Element-wise fracture algorithm based on rotation of edges. Engineering Fracture Mechanics, 2013, 110: 113–137

[18] Areias P, Rabczuk T. Steiner-point free edge cutting of tetrahedral meshes with applications in fracture. Finite Elements in Analysis and Design, 2017, 132: 27–41

[19] Ghorashi S Sh, Valizadeh N, Mohammadi S, Rabczuk T. T-spline based XIGA for fracture analysis of orthotropic media. Computers & Structures, 2015, 147: 138–146

[20] Ren H, Zhuang X, Cai Y, Rabczuk T. Dual-horizon peridynamics. International Journal for Numerical Methods in Engineering, 2016, 108(12): 1451–1476

[21] Ren H, Zhuang X, Rabczuk T. Dual-horizon peridynamics: A stable solution to varying horizons. Computer Methods in Applied Mechanics and Engineering, 2017, 318: 762–782

[22] Abaqus analysis user’s manual. Dassault Systèmes, Version 6.14, 2014

[23] ASTM D4832. Standard Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders. West Conshohocken, PA: American Society for Testing and Materials, 2010

[24] Lubliner J, Oliver J, Oller S, Oñate E. A plastic-damage model for concrete. International Journal of Solids and Structures, 1989, 25(3): 299–326

[25] Lee J, Fenves G. Plastic-damage model for cyclic loading of concrete structures. Journal of Engineering Mechanics, 1998, 124(8): 892–900

[26] Jankowiak T, Tomasz L. Identification of parameters of concrete damaged plasticity constitutive model. Foundations of Civil and Environmental Engineering, 2005, 6: 53–69

[27] Mindess S, Young J F, Darwin D. Concrete. Upper Saddle River, NJ: Pearson Education Inc., 2003

[28] Hillerborg A, Modéer M, Petersson P E. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cement and Concrete Research, 1976, 6(6): 773–781

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