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A Linear Elastic Fracture Mechanics Analysis of the Pre-Cracked Concrete Failure Mechanism Under Modes I, II, III, and IV Loading Conditions

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Strength of Materials Aims and scope

In this study, pre-cracked cubic specimens of concrete materials were especially prepared in a concrete laboratory to study the breaking process of brittle solids. Then, the linear elastic fracture mechanics concept of the stress intensity factor and the experimental methods were used to investigate the failure mechanism of pre-cracked concrete specimens under compression. The crack propagation mechanism and the ultimate strengths of these specimens were obtained in the laboratory. Several numerical analyses were also carried out on the pre-cracked specimens, using the finite element method and ABAQUS software package. The damage location and convergence diagram of the differential evolutionary algorithm under mode I, II, III or IV loading conditions were investigated for the cubic pre-cracked concrete specimens containing a single center crack with different inclination angles. The crack propagation mechanisms obtained numerically were compared with the corresponding experimental ones proving the proposed method’s feasibility.

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References

  1. T. Vo-Duy, V. Ho-Huu, H. Dang-Trung, et al., “Damage detection in laminated composite plates using modal strain energy and improved differential evolution algorithm,” Procedia Engineer., 142, 182–189 (2016).

    Article  Google Scholar 

  2. Z. H. Ding, M. Huang, and Z. R. Lu, “Structural damage detection using artificial bee colony algorithm with hybrid search strategy,” Swarm Evol. Comput., 28, 1–13 (2016).

    Article  CAS  Google Scholar 

  3. A. Kaveh, S. R. Hoseini Vaez, and P. Hosseini, “Enhanced vibrating particles system algorithm for damage identification of truss structures,” Sci. Iran., 26, No. 1, 246–256 (2019).

    Google Scholar 

  4. G. F. Gomes, Y. A. D. Mendéz, S. S. da Cunha, and A. C. Ancelotti, “A numerical–experimental study for structural damage detection in CFRP plates using remote vibration measurements,” J. Civil Struct. Health Monit., 8, No. 1, 33–47 (2018).

    Article  Google Scholar 

  5. A. Benedetti, G. Pignagnoli, and M. Tarozzi, “Damage identification of cracked reinforced concrete beams through frequency shift,” Mater. Struct., 51, 147 (2018), https://doi.org/10.1617/s11527-018-1275-z.

    Article  Google Scholar 

  6. D. Dinh-Cong, T. Vo-Duy, V. Ho-Huu, et al., “An efficient multi-stage optimization approach for damage detection in plate structures,” Adv. Eng. Softw., 112, 76–87 (2017).

    Article  Google Scholar 

  7. M. F. Marji, H. Hosseini-Nasab, and A. H. Kohsary, “A new cubic element formulation of the displacement discontinuity method using three special crack tip elements for crack analysis,” JP J. Solids Struct., 1, No. 1, 61–91 (2007).

    Google Scholar 

  8. M. Fontan, A. Ndiaye, D. Breysse, et al., “Soil–structure interaction: Parameters identification using particle swarm optimization,” Comput. Struct., 89, Nos. 17–18, 1602–1614 (2011).

    Article  Google Scholar 

  9. H. Haeri and M. F. Marji, “Simulating the crack propagation and cracks coalescence underneath TBM disc cutters,” Arab. J. Geosci., 9, No. 2, 124 (2016).

  10. O. Abdeljaber, S. Avci, M. Kiranyaz, et al., “Real-time vibration-based structural damage detection using one-dimensional convolutional neural networks,” J. Sound Vib., 388, 154–170 (2017).

    Article  Google Scholar 

  11. V. Sarfarazi, H. Haeri, M. F. Marji, and Z. Zhu, “Fracture mechanism of Brazilian discs with multiple parallel notches using PFC2D,” Period. Polytech.-Civ., 61, No. 4, 653–663 (2017).

    Google Scholar 

  12. S. R. H. Vaez and N. Fallah, “Damage identification of a 2D frame structure using two-stage approach,” J. Mech. Sci. Technol., 32, No. 3, 1125–1133 (2018).

    Article  Google Scholar 

  13. K. Samir, B. Brahim, R. Capozucca, and M. A. Wahab, “Damage detection in CFRP composite beams based on vibration analysis using proper orthogonal decomposition method with radial basis functions and cuckoo search algorithm,” Compos. Struct., 187, 344–353 (2018).

    Article  Google Scholar 

  14. D. Dinh-Cong, S. Pham-Duy, and T. Nguyen-Thoi, “Damage detection of 2D frame structures using incomplete measurements by optimization procedure and model reduction,” J. Adv. Eng. Comput., 2, No. 3, 164–173 (2018).

    Article  Google Scholar 

  15. D. Dinh-Cong, H. Dang-Trung, and T. Nguyen-Thoi, “An efficient approach for optimal sensor placement and damage identification in laminated composite structures,” Adv. Eng. Softw., 119, 48–59 (2018).

    Article  Google Scholar 

  16. S. Bureerat and N. Pholdee, “Adaptive sine cosine algorithm integrated with differential evolution for structural damage detection,” in: Proc. of the 17th Int. Conf. on Computational Science and Its Applications, Springer, Cham (2017), pp. 71–86.

  17. N. Fallah, S. R. H. Vaez, and A. Mohammadzadeh, “Multi-damage identification of large-scale truss structures using a two-step approach,” J. Build. Eng., 19, 494–505 (2018).

    Article  Google Scholar 

  18. H. D. Hibbitt, B. I. Karlsson, and E. P. Sorensen, ABAQUS User’s Manual, Dassault Systèmes Simulia Corp., Providence, RI (2012)

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Correspondence to H. Haeri.

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Translated from Problemy Prochnosti, No. 5, pp. 98 – 110, September – October, 2021.

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Fu, J., Haeri, H., Yavari, M.D. et al. A Linear Elastic Fracture Mechanics Analysis of the Pre-Cracked Concrete Failure Mechanism Under Modes I, II, III, and IV Loading Conditions. Strength Mater 53, 784–796 (2021). https://doi.org/10.1007/s11223-021-00344-5

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  • DOI: https://doi.org/10.1007/s11223-021-00344-5

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