Discrete Element Method Approach to Simulate Cracks in Four-Point Flexural Test

Authors

  • Faqih Ma arif Department of Civil Engineering, Faculty of Engineering, Yogyakarta State University, Yogyakarta
  • Slamet Widodo Department of Civil Engineering, Faculty of Engineering, Yogyakarta State University, Yogyakarta
  • Maris Setyo Nugroho Department of Civil Engineering, Faculty of Engineering, Yogyakarta State University, Yogyakarta
  • Zhengguo Gao Department of Civil Engineering, School of Transportation Science and Engineering, Beihang University, Beijing

DOI:

https://doi.org/10.30737/ukarst.v7i1.4401

Keywords:

Concrete Beam, Crack, Discrete Element Method, Four-Point Flexural Test

Abstract

Concrete is a material that is widely used in construction. Concrete research efforts are ongoing and through a series of experimental tests. On the other hand, experimental tests require a lot of money, take a long time, and create waste. Several studies have revealed that numerical testing can accurately test concrete to fractures. However, modeling for the four-point load flexure test pattern is still not widely discussed. This study aimed to model the four-point flexural test of concrete using the discrete element method (DEM) approach. Sieve gradation was performed to determine particle size, and flexure testing was performed to calibrate the DEM model. DEM flexure testing was made using Yet Another Dynamic Engine (YADE) software with ASTM D6272 reference and beam dimensions 105 x 105 x 535 mm. The cohesive contact model with spherical particles is used, and the algorithm developed modifies the faceted sphere of interaction. The study results revealed that DEM can simulate crack behavior in flexural testing of unreinforced concrete. The DEM results show only a 2.13% difference in the experimental results of the flexural strength test. Meanwhile, crack behavior can be observed directly in the DEM simulation. The results of this study can be used to predict the failure pattern of the flexural test structure and to design the right proportion of the mixture to match the desired flexural strength. So that material efficiency and concrete flexure testing time can be achieved.

References

R. Asghar, M. A. Khan, R. Alyousef, M. F. Javed, and M. Ali, “Promoting the green Construction: Scientometric review on the mechanical and structural performance of geopolymer concrete,” Constr. Build. Mater., vol. 368, no. October 2022, p. 130502, 2023, doi: 10.1016/j.conbuildmat.2023.130502.

G. Mounika, R. Baskar, and J. Sri Kalyana Rama, “Rice husk ash as a potential supplementary cementitious material in concrete solution towards sustainable construction,” Innov. Infrastruct. Solut., vol. 7, no. 1, 2022, doi: 10.1007/s41062-021-00643-5.

A. Al-shawafi, H. Zhu, S. I. Haruna, Z. Bo, S. A. Laqsum, and S. M. borito, “Experimental study and machine learning algorithms for evaluating the performance of U-shaped ultra-high performance reinforced fiber concrete under static and impact loads,” J. Build. Eng., vol. 70, 2023, doi: 10.1016/j.jobe.2023.106389.

H. Zhou et al., “Bond performance and mechanisms of sulphoaluminate cement-based UHPC for reinforcing old concrete substrate,” Constr. Build. Mater., vol. 366, 2023, doi: 10.1016/j.conbuildmat.2022.130233.

J. Mu, Y. Li, J. Hao, Y. Liu, and J. Shen, “Research on discrete element simulation of slump test for fresh self-compacting concrete,” J. Build. Eng., vol. 70, 2023, doi: 10.1016/j.jobe.2023.106464.

A. M. Reyad and G. Mokhtar, “Impact of the immobilized Bacillus cereus MG708176 on the characteristics of the bio-based self-healing concrete,” Sci. Rep., vol. 13, no. 1, 2023, doi: 10.1038/s41598-023-27640-1.

A. Ambroziak and P. Ziolkowski, “Concrete compressive strength under changing environmental conditions during placement processes,” Materials (Basel)., vol. 13, no. 20, pp. 1–14, 2020, doi: 10.3390/ma13204577.

N. Pressmair, F. Brosch, M. Hammerl, and B. Kromoser, “Non-linear material modelling strategy for conventional and high-performance concrete assisted by testing,” Cem. Concr. Res., vol. 161, no. March, p. 106933, 2022, doi: 10.1016/j.cemconres.2022.106933.

S. Hadi, “Pengaruh Penambahan Serbuk Eceng Gondok Terhadap Kuat Tekan Beton,” Media Bina Ilm., vol. 14, no. 1, 2019, doi: 10.33758/mbi.v14i1.287.

D. Yang, M. Liu, Z. Zhang, P. Yao, and Z. Ma, “Properties and modification of sustainable foam concrete including eco-friendly recycled powder from concrete waste,” Case Stud. Constr. Mater., vol. 16, no. November 2021, p. e00826, 2022, doi: 10.1016/j.cscm.2021.e00826.

Z. Ma, P. Yao, D. Yang, and J. Shen, “Effects of fire-damaged concrete waste on the properties of its preparing recycled aggregate, recycled powder and newmade concrete,” J. Mater. Res. Technol., vol. 15, pp. 1030–1045, 2021, doi: 10.1016/j.jmrt.2021.08.116.

N. Tareen, J. Kim, W. K. Kim, and S. Park, “Fuzzy logic-based and nondestructive concrete strength evaluation using modified carbon nanotubes as a hybrid pzt–cnt sensor,” Materials (Basel)., vol. 14, no. 11, 2021, doi: 10.3390/ma14112953.

M. S. Manda, M. R. M. Rejab, and S. Abu Hassan, “Evaluation of Tin Slag Polymer Concrete Column Compressive Behavior Using Finite Element Analysis,” in Lecture Notes in Mechanical Engineering, 2023, pp. 289–301, doi: 10.1007/978-981-19-1457-7_23.

A. Hassan, M. Arif, M. Shariq, and T. Alomayri, “Experimental test and finite element modelling prediction on geopolymer concrete beams subject to flexural loading,” Innov. Infrastruct. Solut., vol. 7, no. 1, p. 13, 2021, doi: 10.1007/s41062-021-00615-9.

J. Wu, Z. Jia, and X. Zhou, “Discrete element analysis of the effect of aggregate morphology on the flowability of self-compacting concrete,” Case Stud. Constr. Mater., vol. 18, 2023, doi: 10.1016/j.cscm.2023.e02010.

S. G. Chen, C. H. Zhang, F. Jin, P. Cao, Q. C. Sun, and C. J. Zhou, “Lattice Boltzmann-discrete element modeling simulation of SCC flowing process for rock-filled concrete,” Materials (Basel)., vol. 12, no. 19, 2019, doi: 10.3390/ma12193128.

J. Suchorzewski, J. Tejchman, and M. Nitka, “Discrete element method simulations of fracture in concrete under uniaxial compression based on its real internal structure,” Int. J. Damage Mech., vol. 27, no. 4, pp. 578–607, 2018, doi: 10.1177/1056789517690915.

J. D. Riera, L. F. F. Miguel, and I. Iturrioz, “Evaluation of the discrete element method (DEM) and of the experimental evidence on concrete behaviour under static 3D compression,” Fatigue Fract. Eng. Mater. Struct., vol. 39, no. 11, pp. 1366–1378, 2016, doi: 10.1111/ffe.12453.

V. A. Rodriguez, R. M. de Carvalho, and L. M. Tavares, “Insights into advanced ball mill modelling through discrete element simulations,” Miner. Eng., vol. 127, no. May, pp. 48–60, 2018, doi: 10.1016/j.mineng.2018.07.018.

ASTM International, “ASTM C 136 Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates,” Annual Book of American Society for Testing materials ASTM Standards,West Conshohocken, USA. 2015.

R. Asghar, M. A. Khan, R. Alyousef, M. F. Javed, and M. Ali, “Promoting the green Construction: Scientometric review on the mechanical and structural performance of geopolymer concrete,” Constr. Build. Mater., vol. 368, no. October 2022, p. 130502, 2023, doi: 10.1016/j.conbuildmat.2023.130502.

G. Mounika, R. Baskar, and J. Sri Kalyana Rama, “Rice husk ash as a potential supplementary cementitious material in concrete solution towards sustainable construction,” Innov. Infrastruct. Solut., vol. 7, no. 1, 2022, doi: 10.1007/s41062-021-00643-5.

A. Al-shawafi, H. Zhu, S. I. Haruna, Z. Bo, S. A. Laqsum, and S. M. borito, “Experimental study and machine learning algorithms for evaluating the performance of U-shaped ultra-high performance reinforced fiber concrete under static and impact loads,” J. Build. Eng., vol. 70, 2023, doi: 10.1016/j.jobe.2023.106389.

H. Zhou et al., “Bond performance and mechanisms of sulphoaluminate cement-based UHPC for reinforcing old concrete substrate,” Constr. Build. Mater., vol. 366, 2023, doi: 10.1016/j.conbuildmat.2022.130233.

J. Mu, Y. Li, J. Hao, Y. Liu, and J. Shen, “Research on discrete element simulation of slump test for fresh self-compacting concrete,” J. Build. Eng., vol. 70, 2023, doi: 10.1016/j.jobe.2023.106464.

A. M. Reyad and G. Mokhtar, “Impact of the immobilized Bacillus cereus MG708176 on the characteristics of the bio-based self-healing concrete,” Sci. Rep., vol. 13, no. 1, 2023, doi: 10.1038/s41598-023-27640-1.

A. Ambroziak and P. Ziolkowski, “Concrete compressive strength under changing environmental conditions during placement processes,” Materials (Basel)., vol. 13, no. 20, pp. 1–14, 2020, doi: 10.3390/ma13204577.

N. Pressmair, F. Brosch, M. Hammerl, and B. Kromoser, “Non-linear material modelling strategy for conventional and high-performance concrete assisted by testing,” Cem. Concr. Res., vol. 161, no. March, p. 106933, 2022, doi: 10.1016/j.cemconres.2022.106933.

S. Hadi, “Pengaruh Penambahan Serbuk Eceng Gondok Terhadap Kuat Tekan Beton,” Media Bina Ilm., vol. 14, no. 1, 2019, doi: 10.33758/mbi.v14i1.287.

D. Yang, M. Liu, Z. Zhang, P. Yao, and Z. Ma, “Properties and modification of sustainable foam concrete including eco-friendly recycled powder from concrete waste,” Case Stud. Constr. Mater., vol. 16, no. November 2021, p. e00826, 2022, doi: 10.1016/j.cscm.2021.e00826.

Z. Ma, P. Yao, D. Yang, and J. Shen, “Effects of fire-damaged concrete waste on the properties of its preparing recycled aggregate, recycled powder and newmade concrete,” J. Mater. Res. Technol., vol. 15, pp. 1030–1045, 2021, doi: 10.1016/j.jmrt.2021.08.116.

N. Tareen, J. Kim, W. K. Kim, and S. Park, “Fuzzy logic-based and nondestructive concrete strength evaluation using modified carbon nanotubes as a hybrid pzt–cnt sensor,” Materials (Basel)., vol. 14, no. 11, 2021, doi: 10.3390/ma14112953.

M. S. Manda, M. R. M. Rejab, and S. Abu Hassan, “Evaluation of Tin Slag Polymer Concrete Column Compressive Behavior Using Finite Element Analysis,” in Lecture Notes in Mechanical Engineering, 2023, pp. 289–301, doi: 10.1007/978-981-19-1457-7_23.

A. Hassan, M. Arif, M. Shariq, and T. Alomayri, “Experimental test and finite element modelling prediction on geopolymer concrete beams subject to flexural loading,” Innov. Infrastruct. Solut., vol. 7, no. 1, p. 13, 2021, doi: 10.1007/s41062-021-00615-9.

J. Wu, Z. Jia, and X. Zhou, “Discrete element analysis of the effect of aggregate morphology on the flowability of self-compacting concrete,” Case Stud. Constr. Mater., vol. 18, 2023, doi: 10.1016/j.cscm.2023.e02010.

S. G. Chen, C. H. Zhang, F. Jin, P. Cao, Q. C. Sun, and C. J. Zhou, “Lattice Boltzmann-discrete element modeling simulation of SCC flowing process for rock-filled concrete,” Materials (Basel)., vol. 12, no. 19, 2019, doi: 10.3390/ma12193128.

J. Suchorzewski, J. Tejchman, and M. Nitka, “Discrete element method simulations of fracture in concrete under uniaxial compression based on its real internal structure,” Int. J. Damage Mech., vol. 27, no. 4, pp. 578–607, 2018, doi: 10.1177/1056789517690915.

J. D. Riera, L. F. F. Miguel, and I. Iturrioz, “Evaluation of the discrete element method (DEM) and of the experimental evidence on concrete behaviour under static 3D compression,” Fatigue Fract. Eng. Mater. Struct., vol. 39, no. 11, pp. 1366–1378, 2016, doi: 10.1111/ffe.12453.

V. A. Rodriguez, R. M. de Carvalho, and L. M. Tavares, “Insights into advanced ball mill modelling through discrete element simulations,” Miner. Eng., vol. 127, no. May, pp. 48–60, 2018, doi: 10.1016/j.mineng.2018.07.018.

ASTM International, “ASTM C 136 Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates,” Annual Book of American Society for Testing materials ASTM Standards,West Conshohocken, USA. 2015.

P. Wang, N. Gao, K. Ji, L. Stewart, and C. Arson, “DEM analysis on the role of aggregates on concrete strength,” Comput. Geotech., vol. 119, no. September, 2020, doi: 10.1016/j.compgeo.2019.103290.

M. S. Shetty and A. K. Jain, Concrete Technology (Theory and Practice). S. Chand Publishing, 2019.

ASTM International, “ASTM D6272: Standard Test Method for Flexural Properties of Unreinforced and Reinfirced Plastics and Electrical Insulating Materials by Four-Point Bending,” Annual Book of American Society for Testing materials ASTM Standards,West Conshohocken, USA. 2008.

A. Danesh, A. A. Mirghasemi, and M. Palassi, “Evaluation of particle shape on direct shear mechanical behavior of ballast assembly using discrete element method (DEM),” Transp. Geotech., vol. 23, p. 100357, 2020, doi: 10.1016/j.trgeo.2020.100357.

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Published

2023-05-09

How to Cite

Ma arif, F., Widodo, S., Nugroho, M. S., & Gao, Z. (2023). Discrete Element Method Approach to Simulate Cracks in Four-Point Flexural Test. UKaRsT, 7(1), 135 –. https://doi.org/10.30737/ukarst.v7i1.4401

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