Evaluating Mechanical Properties of hybrid fiber concrete reinforced

Document Type : Research Paper

Authors

1 imam hossein university

2 Imam Hossein University

3 Imam Hosein Uni

4 Assistant Professor,Faculty of Engineering and Passive Defense, Imam Hossein University, Tehran, Iran

10.22124/jcr.2022.19139.1495

Abstract

In recent years, the use of synthetic fibers to improve mechanical properties and reduce the shrinkage of fresh and hardened concrete, increase energy absorption and impact resistance of concrete, and replace thermal reinforcement with fibers have greatly expanded. The use of various types of fiber has led to the improvement of some properties and the weakening of other properties. Simultaneous use of several types of fibers with designed ratios can enhance the mentioned properties simultaneously and prevent possible weaknesses. In this study, the effect of fibers with various volumetric percentages on compressive, flexural and tensile strength of the samples at different ages compared to the control sample has been measured. The simultaneous combination of steel, barchip and macro-synthetics fibers with different ratios, compressive performance, flexural and tensile performance of concrete has been tested. Among the constructed concretes, the best performance of reinforced concrete with steel fibers in different tensile, compressive, and bending strengths has shown that these fibers perform better than other constructed samples. In hybrid fiber concrete, the best performance in bending and compressive strength and tensile strength has been related to hybrid fiber concrete consisting of macrosynthetics fibers and steel fibers.

Keywords

Main Subjects

References

[1] Balaguru PN, Shah SP. "Fiber-reinforced cement composites." Fiber-reinforced cement composites. 531p, 1992.
[2] Arisoy, Bengi, and Hwai-Chung Wu. "Material characteristics of high performance lightweight concrete reinforced with PVA." Construction and Building Materials 22, no.4, 2008: 635-645.
[3] Zhang, X. X., A. M. Abd Elazim, G. Ruiz, and R. C. Yu. "Fracture behaviour of steel fibre-reinforced concrete at a wide range of loading rates." International Journal of Impact Engineering 71, 2014, 89-96.
[4] Swamy, R. N. "High-strength concrete-material properties and structural behavior." Special Publication 87, 1985, 119-146.
[5] Rabbat, Basile G., and Henry G. Russell. "Optimized sections for precast, prestressed bridge girders." 1982.
[6] Marar, Khaled, Özgür Eren, and Tahir Celik. "Relationship between impact energy and compression toughness energy of high-strength fiber-reinforced concrete." Materials letters 47, no.4-5, 2001, 297-304.
[7] Song, P. S., and S. Hwang. "Mechanical properties of high-strength steel fiber-reinforced concrete." Construction and Building Materials 18, no.9, 2004, 669-673.
[8] Yazıcı, Şemsi, Gözde İnan, and Volkan Tabak. "Effect of aspect ratio and volume fraction of steel fiber on the mechanical properties of SFRC." Construction and Building Materials 21, no.6, 2007, 1250-1253.
 [9] Soltanzadeh, Fatemeh, Joaquim AO Barros, and R. F. C. Santos. "High performance fiber reinforced concrete for the shear reinforcement: experimental and numerical research." Construction and Building Materials 77, 2015, 94-109.
[10] Ardanuy, Mònica, Josep Claramunt, and Romildo Dias Toledo Filho. "Cellulosic fiber reinforced cement-based composites: A review of recent research." Construction and building materials 79, 2015, 115-128.
[11] Hossain, K. M. A., M. Lachemi, M. Sammour, and M. Sonebi. "Strength and fracture energy characteristics of self-consolidating concrete incorporating polyvinyl alcohol, steel and hybrid fibres." Construction and Building Materials 45, 2013, 20-29.
[12] Kaïkea, Adel, Djamel Achoura, François Duplan, and Lidia Rizzuti. "Effect of mineral admixtures and steel fiber volume contents on the behavior of high performance fiber reinforced concrete." Materials & Design 63, 2014, 493-499.
[13] Wang, Jun-Yan, Kok-Seng Chia, Jat-Yuen Richard Liew, and Min-Hong Zhang. "Flexural performance of fiber-reinforced ultra lightweight cement composites with low fiber content." Cement and Concrete Composites 43, 2013, 39-47.
[14] Ponikiewski, Tomasz, Jacek Katzer, Monika Bugdol, and Marcin Rudzki. "Steel fibre spacing in self-compacting concrete precast walls by X-ray computed tomography." Materials and Structures 48, no.12, 2015, 3863-3874.
[15] Ianleng, Ratthanan, and Thatchavee Leelawat. "Effect of applying techniques and polymer content on strength and drying shrinkage of glass fiber reinforced concrete." In MATEC Web of Conferences. 138, 03006, 2017.
[16] Poorsaheli, Hadi Bolooki, Amir Behravan, and Seyed Taha Tabatabaei Aghda. "Durability performance of hybrid reinforced concretes (steel fiber+ polyolefin fiber) in a harsh marine tidal zone of Persian Gulf." Construction and Building Materials 266, 2021, 121176.
[17]Shen, Dejian, Chuyuan Wen, Pengfei Zhu, Yuhua Wu, and Jiaojiao Yuan. "Influence of Barchip fiber on early-age autogenous shrinkage of high strength concrete." Construction and Building Materials 256, 2020, 119223.
[18] Kazmi, Syed Minhaj Saleem, Muhammad Junaid Munir, Yu-Fei Wu, Indubhushan Patnaikuni, Yingwu Zhou, and Feng Xing. "Axial stress-strain behavior of macro-synthetic fiber reinforced recycled aggregate concrete." Cement and Concrete Composites 97, 2019, 341-356.
[19] Ministry of Roads and City Planning, Design and implementation of reinforced concrete buildings.Tehran: Iran Development Publishing, 2013.
[20] Management and Planning Organization, Iranian Concrete Regulations (ABA).Tehran: Management and Planning Organization, 2000.
[21] Daniel, J. I., V. S. Gopalaratnam, and M. A. Galinat. "State-of-the-art report on fiber reinforced concrete, ACI Committee 544, Report 544, 1R-96." American Concrete Institute, Detroit, USA, 2002.

Files

Share

How to cite

Statistics