Abstract

Synthetic fibers are among the various types of fibers being used to improve the tensile behavior of concrete. They have a competitive edge over other fibers because they are resistant to most chemicals, which increases the durability. Acid attacks are one of the most threatening scenarios, especially for concrete sewer pipes and culverts. In this study, dry cast concrete cylinders, reinforced with two different volume fractions (0.52 % and 1.04 %) of polypropylene fibers, were constructed and immersed for four months in sulfuric acid solutions of two different pH and three different temperatures. The results showed that a fiber volume fraction of 1.04 % reduces the adverse effects of acid on the compressive strength of concrete, and higher temperatures and lower pH lead to extreme deterioration. The results of this study revealed that a pH of 2.5, along with the highest temperature, deteriorated the specimens more than twice as much as a pH of 4.5 at the lowest temperature.

References

1.
Florida Department of Transportation
Drainage Manual
,
Florida Department of Transportation
,
Tallahassee, FL
,
2018
, 118p.
2.
Davies
,
J. P.
,
Clarke
,
B. A.
,
Whiter
,
J. T.
, and
Cunningham
,
R. J.
, “
Factors Influencing the Structural Deterioration and Collapse of Rigid Sewer Pipes
,”
Urban Water
, Vol. 
3
, Nos. 
1–2
,
2001
, pp. 
73
89
, https://doi.org/10.1016/S1462-0758(01)00017-6
3.
Parande
,
A. K.
,
Ramsamy
,
P. L.
,
Ethirajan
,
S.
,
Rao
,
C. R. K.
, and
Palanisamy
,
N.
, “
Deterioration of Reinforced Concrete in Sewer Environments
,”
Proc. Inst. Civ. Eng. Munic. Eng.
, Vol. 
159
, No. 
1
,
2006
, pp. 
11
20
.
4.
Sulikowski
,
J.
and
Kozubal
,
J.
, “
The Durability of a Concrete Sewer Pipeline under Deterioration by Sulphate and Chloride Corrosion
,”
Procedia Eng.
, Vol. 
153
,
2016
, pp. 
698
705
, https://doi.org/10.1016/j.proeng.2016.08.229
5.
Busba
,
E.
and
Sagüés
,
A. A.
, “
Localized Corrosion of Embedded Steel in Cracked Reinforced Concrete Pipes
,”
Corrosion
, Vol. 
69
, No. 
4
,
2013
, pp. 
403
416
, https://doi.org/10.5006/0871E
6.
Sagüés
,
A. A.
,
Peña
,
J.
,
Cotrim
,
C.
,
Pech-Canul
,
M.
, and
Urdaneta
,
I.
, “
Corrosion Resistance and Service Life of Drainage Culverts
,”
Florida Department of Transportation
,
Tallahassee, FL
,
2001
.
7.
Wilson
,
A.
and
Abolmaali
,
A.
, “
Performance of Synthetic Fiber-Reinforced Concrete Pipes
,”
J. Pipeline Syst. Eng. Pract.
, Vol. 
5
, No. 
3
,
2014
, 04014002, https://doi.org/10.1061/(ASCE)PS.1949-1204.0000166
8.
Park
,
Y.
,
Abolmaali
,
A.
,
Kim
,
Y. H.
, and
Ghahremannejad
,
M.
, “
Compressive Strength of Fly Ash-Based Geopolymer Concrete with Crumb Rubber Partially Replacing Sand
,”
Constr. Build. Mater.
, Vol. 
118
,
2016
, pp. 
43
51
, https://doi.org/10.1016/j.conbuildmat.2016.05.001
9.
Rahmani
,
E.
,
Dehestani
,
M.
,
Beygi
,
M. H. A.
,
Allahyari
,
H.
, and
Nikbin
,
I. M.
, “
On the Mechanical Properties of Concrete Containing Waste PET Particles
,”
Constr. Build. Mater.
, Vol. 
47
,
2013
, pp. 
1302
1308
, https://doi.org/10.1016/j.conbuildmat.2013.06.041
10.
Shafieifar
,
M.
,
Farzad
,
M.
, and
Azizinamini
,
A.
, “
Experimental and Numerical Study on Mechanical Properties of Ultra High Performance Concrete (UHPC)
,”
Constr. Build. Mater.
, Vol. 
156
,
2017
, pp. 
402
411
, https://doi.org/10.1016/j.conbuildmat.2017.08.170
11.
Park
,
Y.
,
Abolmaali
,
A.
,
Attiogbe
,
E.
, and
Lee
,
S.-H.
, “
Time-Dependent Behavior of Synthetic Fiber-Reinforced Concrete Pipes under Long-Term Sustained Loading
,”
Transp. Res. Rec.
, No. 2407, No. 
1
,
2014
, pp. 
71
79
.
12.
Mostafazadeh
,
M.
and
Abolmaali
,
A.
, “
Shear Behavior of Synthetic Fiber Reinforced Concrete
,”
Adv. Civ. Eng. Mater.
, Vol. 
5
, No. 
1
,
2016
, pp. 
371
386
, https://doi.org/10.1520/ACEM20160005
13.
Alcock
,
B.
,
Cabrera
,
N. O.
,
Barkoula
,
N.-M.
,
Reynolds
,
C. T.
,
Govaert
,
L. E.
, and
Peijs
,
T.
, “
The Effect of Temperature and Strain Rate on the Mechanical Properties of Highly Oriented Polypropylene Tapes and All-Polypropylene Composites
,”
Compos. Sci. Technol.
, Vol. 
67
, No. 
10
,
2007
, pp. 
2061
2070
, https://doi.org/10.1016/j.compscitech.2006.11.012
14.
Khajuria
,
A.
,
Bohra
,
K.
, and
Balaguru
,
P.
, “
Long Term Durability of Synthetic Fibers in Concrete
,” Special Publication, Vol. 
126
,
1991
, pp. 
851
868
.
15.
Xiao
,
J.
and
Falkner
,
H.
, “
On Residual Strength of High-Performance Concrete with and without Polypropylene Fibres at Elevated Temperatures
,”
Fire Saf. J.
, Vol. 
41
, No. 
2
,
2006
, pp. 
115
121
, https://doi.org/10.1016/j.firesaf.2005.11.004
16.
Bertron
,
A.
,
Duchesne
,
J.
, and
Escadeillas
,
G.
, “
Accelerated Tests of Hardened Cement Pastes Alteration by Organic Acids: Analysis of the pH Effect
,”
Cem. Concr. Res.
, Vol. 
35
, No. 
1
,
2005
, pp. 
155
166
, https://doi.org/10.1016/j.cemconres.2004.09.009
17.
Kaufmann
,
J. P.
, “
Durability Performance of Fiber Reinforced Shotcrete in Aggressive Environment
,” presented at the
World Tunnel Congress
, Foz do Iguaçu, Brazil, May 9–15,
2014
,
International Tunnelling and Underground Space Association
,
Châtelaine, Switzerland
, 7p.
18.
Janfeshan Araghi
,
H.
,
Nikbin
,
I. M.
,
Rahimi Reskati
,
S.
,
Rahmani
,
E.
, and
Allahyari
,
H.
, “
An Experimental Investigation on the Erosion Resistance of Concrete Containing Various PET Particles Percentages against Sulfuric Acid Attack
,”
Constr. Build. Mater.
, Vol. 
77
,
2015
, pp. 
461
471
, https://doi.org/10.1016/j.conbuildmat.2014.12.037
19.
Kim
,
B.
,
Boyd
,
A. J.
,
Kim
,
H.-S.
, and
Lee
,
S.-H.
, “
Steel and Synthetic Types of Fibre Reinforced Concrete Exposed to Chemical Erosion
,”
Constr. Build. Mater.
, Vol. 
93
,
2015
, pp. 
720
728
, https://doi.org/10.1016/j.conbuildmat.2015.06.023
20.
Nematzadeh
,
M.
and
Fallah-Valukolaee
,
S.
, “
Erosion Resistance of High-Strength Concrete Containing Forta-Ferro Fibers against Sulfuric Acid Attack with an Optimum Design
,”
Constr. Build. Mater.
, Vol. 
154
,
2017
, pp. 
675
686
, https://doi.org/10.1016/j.conbuildmat.2017.07.180
21.
ASTM C1116/C1116M-10a
Standard Specification for Fiber-Reinforced Concrete
,
ASTM International
,
West Conshohocken, PA
,
2015
, www.astm.org
22.
ASTM C172/C172M
Standard Practice for Sampling Freshly Mixed Concrete
,
ASTM International
,
West Conshohocken, PA
,
2010
, www.astm.org
23.
ASTM C39
Standard Method for Compressive Strength of Cylindrical Concrete Specimens
,
ASTM International
,
West Conshohocken, PA
,
2001
, www.astm.org
24.
ASTM C617/C617M-15
Standard Practice for Capping Cylindrical Concrete Specimens
,
ASTM International
,
West Conshohocken, PA
,
2015
, www.astm.org
25.
Khitab
,
A.
,
Materials of Construction
,
Allied Books
,
Lahore, Pakistan
,
2012
.
26.
Upadhyay
,
S. K.
,
Chemical Kinetics and Reaction Dynamics
,
Springer Netherlands
,
Dordrecht, the Netherlands
,
2007
, 256p.
27.
Pinto
,
R.
,
Hobbs
,
S.
, and
Hover
,
K.
,
Accelerated Aging of Concrete: A Literature Review
,
U.S. Department of Transportation
,
Washington, DC
,
2002
, 88p.
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