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Published in: Strength of Materials 5/2021

13-01-2022

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

Authors: J. Fu, H. Haeri, M. D. Yavari, V. Sarfarazi, M. F. Marji, M. Guo

Published in: Strength of Materials | Issue 5/2021

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Abstract

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.
Literature
1.
go back to reference 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). CrossRef 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). CrossRef
2.
go back to reference 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). CrossRef 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). CrossRef
3.
go back to reference 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). 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).
4.
go back to reference 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). CrossRef 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). CrossRef
6.
go back to reference 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). CrossRef 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). CrossRef
7.
go back to reference 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). 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).
8.
go back to reference 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). CrossRef 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). CrossRef
9.
go back to reference 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). 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.
go back to reference 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). CrossRef 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). CrossRef
11.
go back to reference 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). 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).
12.
go back to reference 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). CrossRef 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). CrossRef
13.
go back to reference 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). CrossRef 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). CrossRef
14.
go back to reference 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). CrossRef 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). CrossRef
15.
go back to reference 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). CrossRef 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). CrossRef
16.
go back to reference 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. 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.
go back to reference 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). CrossRef 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). CrossRef
18.
go back to reference H. D. Hibbitt, B. I. Karlsson, and E. P. Sorensen, ABAQUS User’s Manual, Dassault Systèmes Simulia Corp., Providence, RI (2012) H. D. Hibbitt, B. I. Karlsson, and E. P. Sorensen, ABAQUS User’s Manual, Dassault Systèmes Simulia Corp., Providence, RI (2012)
Metadata
Title
A Linear Elastic Fracture Mechanics Analysis of the Pre-Cracked Concrete Failure Mechanism Under Modes I, II, III, and IV Loading Conditions
Authors
J. Fu
H. Haeri
M. D. Yavari
V. Sarfarazi
M. F. Marji
M. Guo
Publication date
13-01-2022
Publisher
Springer US
Published in
Strength of Materials / Issue 5/2021
Print ISSN: 0039-2316
Electronic ISSN: 1573-9325
DOI
https://doi.org/10.1007/s11223-021-00344-5

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