Effect of Steel Fibers on Properties of Modified Reactive Powder Concrete

Farah Saeed Rasheed; Khalil Ibrahim Aziz

doi:doi:10.11648/j.engmath.20210501.11

| Peer-Reviewed

Effect of Steel Fibers on Properties of Modified Reactive Powder Concrete

Farah Saeed Rasheed, Khalil Ibrahim Aziz

Published in Engineering Mathematics (Volume 5, Issue 1)

Received: 9 January 2021 Accepted: 6 February 2021 Published: 30 March 2021

Views: Downloads:

Download PDF

Share This Article

Twitter
Linked In
Facebook

Abstract

This paper provides the result of an investigation to use of crushed brick as aggregates which was collected from the demolition waste of buildings from different sites then crushed with (maximum size 10 mm) in producing modified reactive concrete MRPC, which was presented by replacement the cementation binder (cement +silica fume) of original reactive powder concrete by 25% of crushed brick aggregates. The objective of this work is to study the effect of different type of steel fibers added in ratio 1% on the flowability and mechanical properties of reactive powder concrete and modified reactive powder concrete, which was micro steel fiber and hooked end steel fiber. The mechanical properties are examined by the tests of compressive strength, split tensile strength and flexural strength. The results showed that the compressive strength at 28 days of ORPC was 126.46 MPa, 120 MPa for the two types of steel fibers micro, hooked respectively. For the mix MRPC with micro, hooked the compressive strength at 28 days decreased by 1.53% and 1.15%, compared with those of the RPC made with micro, hooked steel fibers. And observed from the experimental results that two mixtures (RPC and MRPC) with micro steel fiber gave higher mechanical properties compared with the hook end.

Published in	Engineering Mathematics (Volume 5, Issue 1)
DOI	10.11648/j.engmath.20210501.11
Page(s)	1-6
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Reactive Powder Concrete, MRPC, Crushed Brick Aggregate, Steel Fiber, Modified Reactive Powder Concrete

References

[1]	P. Richard and M. Cheyrezy, “Composition of reactive powder concrete,” Cem. Concr. Res., vol. 25, no. 7, pp. 1501–1511, 1995.
[2]	P. Richard and M. Cheyrezy, “Reactive powder concretes with high ductility and 200-800 MPa tensile strength,” in San Francisco: ACI Spring Convention, SP, 1994, pp. 124–144.
[3]	H. Yazici, M. Y. Yardimci, S. Aydin, and A. Ş. Karabulut, “Mechanical properties of reactive powder concrete containing mineral admixtures under different curing regimes,” Constr. Build. Mater., vol. 23, no. 3, 2009.
[4]	S. Collepardi, L. Coppola, R. Troli, and M. Collepardi, “Mechanical properties of modified reactive powder concrete,” ACI Spec. Publ., vol. 173, pp. 1–22, 1997.
[5]	T. Noshiravani and E. Brühwiler, “Experimental investigation on reinforced ultra-high-performance fiber-reinforced concrete composite beams subjected to combined bending and shear,” ACI Struct. J., vol. 110, no. ARTICLE, pp. 251–261, 2013.
[6]	J. Susetyo, P. Gauvreau, and F. J. Vecchio, “Effectiveness of Steel Fiber as Minimum Shear Reinforcement.,” ACI Struct. J., vol. 108, no. 4, 2011.
[7]	K. Wille, A. E. Naaman, and S. El-Tawil, “Optimizing ultra-high performance fiber-reinforced concrete,” Concr. Int., vol. 33, no. 9, pp. 35–41, 2011.
[8]	W. I. Khalil, “Some Properties of Modified Reactive Powder Concrete,” J. Eng. Dev., vol. 16, no. 4, pp. 66–87, 2012.
[9]	K. Hoang, H. Phat, L. Hien, and N. Chanh, “Influence of types of steel fiber on properties of ultra high performance concrete,” in The 3rd AFC International Conference ACG/VCA, 2008, pp. 347–355.
[10]	Z. Wu, C. Shi, W. He, and L. Wu, “Effects of steel fiber content and shape on mechanical properties of ultra high performance concrete,” Constr. Build. Mater., vol. 103, pp. 8–14, 2016.
[11]	Z. Zheng and D. Feldman, “Synthetic fibre-reinforced concrete,” Prog. Polym. Sci., vol. 20, no. 2, pp. 185–210, 1995.
[12]	M. Safiuddin, M. Z. Jumaat, M. A. Salam, M. S. Islam, and R. Hashim, “Utilization of solid wastes in construction materials,” Int. J. Phys. Sci., vol. 5, no. 13, pp. 1952–1963, 2010.
[13]	A. Devenny and F. M. Khalaf, “Use of crushed brick as coarse aggregate in concrete,” Mason. Int., vol. 12, no. 3, pp. 81–84, 1999.
[14]	C. Brick, “Improvement Properties of Recycle Concrete using Clay Brick as a Coarse Aggregate,” vol. 4, no. 1, pp. 119–127, 2014.
[15]	J. Ma, M. Orgass, F. Dehn, D. Schmidt, and N. V Tue, “Comparative investigations on ultra-high performance concrete with and without coarse aggregates,” in International Symposium on Ultra High Performance Concrete, Kassel, Germany, 2004, pp. 205–212.
[16]	F. Debieb and S. Kenai, “The use of coarse and fine crushed bricks as aggregate in concrete,” Constr. Build. Mater., vol. 22, no. 5, pp. 886–893, 2008.
[17]	P. B. Cachim, “Mechanical properties of brick aggregate concrete,” Constr. Build. Mater., vol. 23, no. 3, pp. 1292–1297, 2009.
[18]	A. A. Aliabdo, A. E. M. Abd-Elmoaty, and H. H. Hassan, “Utilization of crushed clay brick in concrete industry,” Alexandria Eng. J., vol. 53, no. 1, pp. 151–168, 2014.
[19]	P. Zhu, X. Mao, W. Qu, Z. Li, and Z. J. Ma, “Investigation of using recycled powder from waste of clay bricks and cement solids in reactive powder concrete,” Constr. Build. Mater., vol. 113, 2016.
[20]	Salahuddin, H., Qureshi, L. A., Nawaz, A., and Raza, S. S., 2020. Effect of recycled fine aggregates on the performance of Reactive Powder Concrete. Construction and Building Materials, 243, p. 118223.
[21]	I. Specification, “No. 45/1984,“,” Aggreg. from Nat. sources Concr. Constr., 1984.
[22]	C. ASTM, “Standard test method for flow of hydraulic cement mortar,” C 1437, 2007.
[23]	B. S. 1881, part 116, “Method of Determination of Compressive Strength of Concrete Cubes”, British Standards Institution, 1989, 3pp.
[24]	ASTM C496/C496M-04, “Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens”, Vol. 04.02, 2004, 5pp.
[25]	ASTM C78-02, “Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars”, Vol. 04.02, 2002, 6pp.

Cite This Article

Plain Text BibTeX RIS

APA Style

Farah Saeed Rasheed, Khalil Ibrahim Aziz. (2021). Effect of Steel Fibers on Properties of Modified Reactive Powder Concrete. Engineering Mathematics, 5(1), 1-6. https://doi.org/10.11648/j.engmath.20210501.11

Copy | Download

ACS Style

Farah Saeed Rasheed; Khalil Ibrahim Aziz. Effect of Steel Fibers on Properties of Modified Reactive Powder Concrete. Eng. Math. 2021, 5(1), 1-6. doi: 10.11648/j.engmath.20210501.11

Copy | Download

AMA Style

Farah Saeed Rasheed, Khalil Ibrahim Aziz. Effect of Steel Fibers on Properties of Modified Reactive Powder Concrete. Eng Math. 2021;5(1):1-6. doi: 10.11648/j.engmath.20210501.11

Copy | Download

@article{10.11648/j.engmath.20210501.11,
  author = {Farah Saeed Rasheed and Khalil Ibrahim Aziz},
  title = {Effect of Steel Fibers on Properties of Modified Reactive Powder Concrete},
  journal = {Engineering Mathematics},
  volume = {5},
  number = {1},
  pages = {1-6},
  doi = {10.11648/j.engmath.20210501.11},
  url = {https://doi.org/10.11648/j.engmath.20210501.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.engmath.20210501.11},
  abstract = {This paper provides the result of an investigation to use of crushed brick as aggregates which was collected from the demolition waste of buildings from different sites then crushed with (maximum size 10 mm) in producing modified reactive concrete MRPC, which was presented by replacement the cementation binder (cement +silica fume) of original reactive powder concrete by 25% of crushed brick aggregates. The objective of this work is to study the effect of different type of steel fibers added in ratio 1% on the flowability and mechanical properties of reactive powder concrete and modified reactive powder concrete, which was micro steel fiber and hooked end steel fiber. The mechanical properties are examined by the tests of compressive strength, split tensile strength and flexural strength. The results showed that the compressive strength at 28 days of ORPC was 126.46 MPa, 120 MPa for the two types of steel fibers micro, hooked respectively. For the mix MRPC with micro, hooked the compressive strength at 28 days decreased by 1.53% and 1.15%, compared with those of the RPC made with micro, hooked steel fibers. And observed from the experimental results that two mixtures (RPC and MRPC) with micro steel fiber gave higher mechanical properties compared with the hook end.},
 year = {2021}
}

Copy | Download

TY  - JOUR
T1  - Effect of Steel Fibers on Properties of Modified Reactive Powder Concrete
AU  - Farah Saeed Rasheed
AU  - Khalil Ibrahim Aziz
Y1  - 2021/03/30
PY  - 2021
N1  - https://doi.org/10.11648/j.engmath.20210501.11
DO  - 10.11648/j.engmath.20210501.11
T2  - Engineering Mathematics
JF  - Engineering Mathematics
JO  - Engineering Mathematics
SP  - 1
EP  - 6
PB  - Science Publishing Group
SN  - 2640-088X
UR  - https://doi.org/10.11648/j.engmath.20210501.11
AB  - This paper provides the result of an investigation to use of crushed brick as aggregates which was collected from the demolition waste of buildings from different sites then crushed with (maximum size 10 mm) in producing modified reactive concrete MRPC, which was presented by replacement the cementation binder (cement +silica fume) of original reactive powder concrete by 25% of crushed brick aggregates. The objective of this work is to study the effect of different type of steel fibers added in ratio 1% on the flowability and mechanical properties of reactive powder concrete and modified reactive powder concrete, which was micro steel fiber and hooked end steel fiber. The mechanical properties are examined by the tests of compressive strength, split tensile strength and flexural strength. The results showed that the compressive strength at 28 days of ORPC was 126.46 MPa, 120 MPa for the two types of steel fibers micro, hooked respectively. For the mix MRPC with micro, hooked the compressive strength at 28 days decreased by 1.53% and 1.15%, compared with those of the RPC made with micro, hooked steel fibers. And observed from the experimental results that two mixtures (RPC and MRPC) with micro steel fiber gave higher mechanical properties compared with the hook end.
VL  - 5
IS  - 1
ER  -

Copy | Download

Author Information

Farah Saeed Rasheed

Civil Engineering Department, University of Anbar, Ramadi, Iraq
Khalil Ibrahim Aziz

Civil Engineering Department, University of Anbar, Ramadi, Iraq

Download PDF

Sections

Plain Text BibTeX RIS

APA Style

Farah Saeed Rasheed, Khalil Ibrahim Aziz. (2021). Effect of Steel Fibers on Properties of Modified Reactive Powder Concrete. Engineering Mathematics, 5(1), 1-6. https://doi.org/10.11648/j.engmath.20210501.11

Copy | Download

ACS Style

Farah Saeed Rasheed; Khalil Ibrahim Aziz. Effect of Steel Fibers on Properties of Modified Reactive Powder Concrete. Eng. Math. 2021, 5(1), 1-6. doi: 10.11648/j.engmath.20210501.11

Copy | Download

AMA Style

Farah Saeed Rasheed, Khalil Ibrahim Aziz. Effect of Steel Fibers on Properties of Modified Reactive Powder Concrete. Eng Math. 2021;5(1):1-6. doi: 10.11648/j.engmath.20210501.11

Copy | Download

@article{10.11648/j.engmath.20210501.11,
  author = {Farah Saeed Rasheed and Khalil Ibrahim Aziz},
  title = {Effect of Steel Fibers on Properties of Modified Reactive Powder Concrete},
  journal = {Engineering Mathematics},
  volume = {5},
  number = {1},
  pages = {1-6},
  doi = {10.11648/j.engmath.20210501.11},
  url = {https://doi.org/10.11648/j.engmath.20210501.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.engmath.20210501.11},
  abstract = {This paper provides the result of an investigation to use of crushed brick as aggregates which was collected from the demolition waste of buildings from different sites then crushed with (maximum size 10 mm) in producing modified reactive concrete MRPC, which was presented by replacement the cementation binder (cement +silica fume) of original reactive powder concrete by 25% of crushed brick aggregates. The objective of this work is to study the effect of different type of steel fibers added in ratio 1% on the flowability and mechanical properties of reactive powder concrete and modified reactive powder concrete, which was micro steel fiber and hooked end steel fiber. The mechanical properties are examined by the tests of compressive strength, split tensile strength and flexural strength. The results showed that the compressive strength at 28 days of ORPC was 126.46 MPa, 120 MPa for the two types of steel fibers micro, hooked respectively. For the mix MRPC with micro, hooked the compressive strength at 28 days decreased by 1.53% and 1.15%, compared with those of the RPC made with micro, hooked steel fibers. And observed from the experimental results that two mixtures (RPC and MRPC) with micro steel fiber gave higher mechanical properties compared with the hook end.},
 year = {2021}
}

Copy | Download

TY  - JOUR
T1  - Effect of Steel Fibers on Properties of Modified Reactive Powder Concrete
AU  - Farah Saeed Rasheed
AU  - Khalil Ibrahim Aziz
Y1  - 2021/03/30
PY  - 2021
N1  - https://doi.org/10.11648/j.engmath.20210501.11
DO  - 10.11648/j.engmath.20210501.11
T2  - Engineering Mathematics
JF  - Engineering Mathematics
JO  - Engineering Mathematics
SP  - 1
EP  - 6
PB  - Science Publishing Group
SN  - 2640-088X
UR  - https://doi.org/10.11648/j.engmath.20210501.11
AB  - This paper provides the result of an investigation to use of crushed brick as aggregates which was collected from the demolition waste of buildings from different sites then crushed with (maximum size 10 mm) in producing modified reactive concrete MRPC, which was presented by replacement the cementation binder (cement +silica fume) of original reactive powder concrete by 25% of crushed brick aggregates. The objective of this work is to study the effect of different type of steel fibers added in ratio 1% on the flowability and mechanical properties of reactive powder concrete and modified reactive powder concrete, which was micro steel fiber and hooked end steel fiber. The mechanical properties are examined by the tests of compressive strength, split tensile strength and flexural strength. The results showed that the compressive strength at 28 days of ORPC was 126.46 MPa, 120 MPa for the two types of steel fibers micro, hooked respectively. For the mix MRPC with micro, hooked the compressive strength at 28 days decreased by 1.53% and 1.15%, compared with those of the RPC made with micro, hooked steel fibers. And observed from the experimental results that two mixtures (RPC and MRPC) with micro steel fiber gave higher mechanical properties compared with the hook end.
VL  - 5
IS  - 1
ER  -

Copy | Download