Fracture mechanism and ductility performances of fiber reinforced shotcrete under flexural loading insights from digital image correlation (DIC)

  • Tohid Asheghi Mehmandari Department of Civil and Environmental Engineering, Amirkabir University of Technology, Iran
  • Davood Mohammadi Department of Civil Engineering, Islamic Azad University, Central Tehran Branch, Iran
  • Mohammadreza Ahmadi Department of Civil and Environmental Engineering, Amirkabir University of Technology, Iran
  • Mehrdad Mohammadifar Department of Civil and Environmental Engineering, Amirkabir University of Technology, Iran
Ariticle ID: 611
256 Views, 72 PDF Downloads
Keywords: sustainable material; recycled fiber; reinforced shotcrete; digital image process

Abstract

This paper investigates the fracture mechanism and ductility performance of fiber-reinforced shotcrete (FRS) under flexural loading through digital image correlation (DIC) analysis. The focus is on determining the optimal mix design, utilizing recycled and manufactured fibers in shotcrete through four-point bending tests. These tests reveal significant improvements in flexural strength and ductility, as well as crack resistance, attributed to the synergistic effect of both types of fiber in hybrid fiber reinforcement. Notably, the inclusion of recycled fibers from automobile tires enhances mechanical characteristics and impact resistance, contributing to environmental sustainability and cost reduction. DIC analysis offers crucial insights into crack initiation and propagation in shotcrete, highlighting the impact of fiber reinforcement on crack patterns. Manufactured fibers delay crack onset effectively, while hybridization enhances fracture characteristics, offering improved crack control and flexural strength. The study underscores the potential of hybrid fiber mixes for enhancing structural performance in tunnel support applications, emphasizing the synergistic effect of hybrid of different fiber types. Overall, the research contributes to advancing understanding of fracture behavior in fiber-reinforced shotcrete and provides practical insights for optimizing mix designs to achieve superior mechanical properties and durability.

References

Franzén T. Shotcrete for underground support: a state-of-the-art report with focus on steel-fibre reinforcement. Tunnelling and Underground Space Technology. 1992; 7(4): 383-391. doi: 10.1016/0886-7798(92)90068-S

Sun PP, Yang XX, Qiao WG, et al. Optimally designed shotcrete material and its cooperating performance when integrated with sandstone. Construction and Building Materials. 2020; 249: 118742. doi: 10.1016/j.conbuildmat.2020.118742

Mohammadifar M, Asheghi Mehmandari T, Fahimifar A. Parametric and Sensitivity Analysis on the Effects of Geotechnical Parameters on Tunnel Lining in Soil Surrounding. Journal of Structural and Construction Engineering. 2024. doi: 10.22065/JSCE.2024.422469.3250

Asheghi Mehmandari, T., Engineering Concept and Construction Methods of High-Rise Building. Vol. 4. 2023, Iran: Sanei 308.

Hossain MS, Han S, Kim SK, et al. Long-term effect of accelerator content on flexural toughness of steel fiber reinforced shotcrete for tunnel construction. Case Studies in Construction Materials. 2021; 15: e00706. doi: 10.1016/j.cscm.2021.e00706

Mehmandari TA, Shokouhian M, Imani M, Fahimifar A. Experimental and numerical analysis of tunnel primary support using recycled, and hybrid fiber reinforced shotcrete. Structures. 2024; 63: 106282. doi.org/10.1016/j.istruc.2024.106282

Adegoke M, Shokouhian M, Ntonifor C. AFRP Reinforced Concrete Column with Controlled Rocking Connection. Structures Congress 2022. Published online April 18, 2022. doi: 10.1061/9780784484180.010

Farokhi Zadeh S, Moradi M, Hojatkashani A. Evaluating the Effect of Fiber Addition on Seismic Performance of Segmental Tunnel Lining. International Journal of Advanced Structural Engineering. 2022; 12(4).

Massone LM, Nazar F. Analytical and experimental evaluation of the use of fibers as partial reinforcement in shotcrete for tunnels in Chile. Tunnelling and Underground Space Technology. 2018; 77: 13-25. doi: 10.1016/j.tust.2018.03.027

Zhu Y. Study on Mechanical Characteristics of Steel Fiber Reinforced Shotcrete and Its Application in Single Layer Tunnel Lining. Chongqing University; 2009.

Ahmad S, Sharif AMA, Al-Osta MA, et al. Flexural performance of pre-damaged RC beams strengthened with different configurations of UHPFRC layer –experimental and analytical investigation. Structures. 2023; 48: 1772-1787. doi: 10.1016/j.istruc.2023.01.077

Angelakopoulos H. Reused Post-consumrer Tyre Steel Fibres in Roller Compacted Concrete. University of Sheffield; 2016.

Mostafa OM, Rahman MK, Al-Zahrani MM, et al. Flexural behavior and bond coefficient of BFRP bar reinforced normal and high strength concrete beams. Construction and Building Materials. 2023; 401: 132896. doi: 10.1016/j.conbuildmat.2023.132896

Younis KH, Pilakoutas K. Strength prediction model and methods for improving recycled aggregate concrete. Construction and Building Materials. 2013; 49: 688-701. doi: 10.1016/j.conbuildmat.2013.09.003

Jafarifar N. Shrinkage behaviour of steel-fibre-reinforced-concrete pavements. University of Sheffield; 2012.

Hu H, Papastergiou P, Angelakopoulos H, et al. Mechanical properties of SFRC using blended manufactured and recycled tyre steel fibres. Construction and Building Materials. 2018; 163: 376-389. doi: 10.1016/j.conbuildmat.2017.12.116

Bjegovic D, Baricevic A, Lakusic S, et al. Positive interaction of industrial and recycled steel fibres in fibre reinforced concrete. Journal of Civil Engineering and Management. 2014; 19(Supplement_1): S50-S60. doi: 10.3846/13923730.2013.802710

Groli G, Pérez Caldentey A, Soto AG. Cracking performance of SCC reinforced with recycled fibres – an experimental study. Structural Concrete. 2014; 15(2): 136-153. doi: 10.1002/suco.201300008

Nematian Jelodar H, Hojatkashani A, Madandoust R, et al. Experimental study of fiber concrete slab behavior against high electric heat. International Journal of Advanced Structural Engineering. 2023; 13(1).

Neocleous K, Angelakopoulos H, Pilakoutas K, et al. Fibre-reinforced roller-compacted concrete transport pavements. Proceedings of the Institution of Civil Engineers - Transport. 2011; 164(2): 97-109. doi: 10.1680/tran.9.00043

Fahimi E, Ahmadi M. Investigation of Lateral Load Capacity of Rectangular Reinforced Concrete Columns Strengthened with GFRP Bars Wrapped with CFRP Helices. SSRN Electronic Journal. Published online 2023. doi: 10.2139/ssrn.4454609

Pakravan HR, Latifi M, Jamshidi M. Hybrid short fiber reinforcement system in concrete: A review. Construction and Building Materials. 2017; 142: 280-294. doi: 10.1016/j.conbuildmat.2017.03.059

Ramezanianpour AA, Kazemian M, Sedighi S, et al. Study durability of mortars with natural pozzolans under carbonation. New Approaches in Civil Engineering. 2019; 3(2): 63-75.

Pakravan HR, Ozbakkaloglu T. Synthetic fibers for cementitious composites: A critical and in-depth review of recent advances. Construction and Building Materials. 2019; 207: 491-518. doi: 10.1016/j.conbuildmat.2019.02.078

Kazemian M, Sedighi S, Ramezanianpour AA, et al. Effects of cyclic carbonation and chloride ingress on durability properties of mortars containing Trass and Pumice natural pozzolans. Structural Concrete. 2021; 22(5): 2704-2719. doi: 10.1002/suco.201900529

Yao W, Li J, Wu K. Mechanical properties of hybrid fiber-reinforced concrete at low fiber volume fraction. Cement and concrete research. 2003; 33(1): 27-30. doi: 10.1016/S0008-8846(02)00913-4

de Alencar Monteiro VM, Lima LR, de Andrade Silva F. On the mechanical behavior of polypropylene, steel and hybrid fiber reinforced self-consolidating concrete. Construction and Building Materials. 2018; 188: 280-291. doi: 10.1016/j.conbuildmat.2018.08.103

Li B, Chi Y, Xu L, et al. Experimental investigation on the flexural behavior of steel-polypropylene hybrid fiber reinforced concrete. Construction and Building Materials. 2018; 191: 80-94. doi: 10.1016/j.conbuildmat.2018.09.202

Li Y, Pimienta P, Pinoteau N, et al. Effect of aggregate size and inclusion of polypropylene and steel fibers on explosive spalling and pore pressure in ultra-high-performance concrete (UHPC) at elevated temperature. Cement and Concrete Composites. 2019; 99: 62-71. doi: 10.1016/j.cemconcomp.2019.02.016

Zare P, Asheghi T, Fahimifar A, Zabetian S. Experimental Assessment of Damage and Crack Propagation Mechanism in Heterogeneous Rocks. In: Proceedings of 5th International Conference on Applied Research in Science and Engineering; July 2020; Amsterdam, Netherlands.

Moghadasi H, Eslami A, Akbarimehr D, Afshar D. Numerical Investigation of Adjacent Construction Considering Induced Instability. Transportation Infrastructure Geotechnology. 2024; 11: 1143-1167. doi: 10.1007/s40515-023-00319-w

Asheghi Mehmandari T, Fahimifar A, Asemi F. The Effect of the Crack Initiation and Propagation on the P-Wave Velocity of Limestone and Plaster Subjected to Compressive Loading. AUT Journal of Civil Engineering. 2020; 4(1), 55-62. doi: 10.22060/AJCE.2019.15984.5558

Eslami A, Afshar D, Moghadasi H, Akbarimehr D. Numerical and Experimental Investigations of Interference Effect of Adjacent Buildings on Sand and Fill Deposits. International Journal of Civil Engineering. 2024; 22, 723-738. doi: 10.1007/s40999-023-00907-4

Ramezanian AA, Sedighi S, Kazemian M, Ramezanianpour AM. Effect of micro silica and slag on the durability properties of mortars against accelerated carbonation and chloride ions attack. AUT Journal of Civil Engineering. 2020; 4(4): 411-422. doi: 10.22060/ajce.2020.15943.5565

Zacharda V, Němeček J, Štemberk P. Micromechanical performance of interfacial transition zone in fiber-reinforced cement matrix. IOP Conference Series: Materials Science and Engineering. 2017; 246: 012018. doi: 10.1088/1757-899x/246/1/012018

Ntonifor CN, Shokouhian M, Adegoke M. Investigation of the Rotation Capacity and Flexural Strength of Web Tapered Hybrid High Strength Steel Simple Supported I-Section. Structures Congress 2022. Published online April 18, 2022. doi: 10.1061/9780784484180.009

Ündül Ö, Amann F, Aysal N, et al. Micro-textural effects on crack initiation and crack propagation of andesitic rocks. Engineering Geology. 2015; 193: 267-275. doi: 10.1016/j.enggeo.2015.04.024

Recommendation, R.D. Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams. Materials and Structures. 1985; 18(4): 287-290. doi: 10.1007/bf02472918

Harilal R, Ramji M. Adaptation of open source 2D DIC software Ncorr for solid mechanics applications. In: Proceedings of 9th International Symposium on Advanced Science and Technology in Experimental Mechanics, 1-6 November, 2014, New Delhi, India.

Ncorr version 1.2. Available online: https://www.ncorr.com/index.php/downloads (accessed on 17 January 2018).

Published
2024-09-25
How to Cite
Asheghi Mehmandari, T., Mohammadi, D., Ahmadi, M., & Mohammadifar, M. (2024). Fracture mechanism and ductility performances of fiber reinforced shotcrete under flexural loading insights from digital image correlation (DIC). Insight - Civil Engineering, 7(1), 611. https://doi.org/10.18282/ice.v7i1.611
Section
Articles