NDLI: Effect of acid rain erosion on steel fiber reinforced concrete

Content Provider	Springer Nature Link
Author	Wang, Yan Niu, Ditao Song, Zhanping
Copyright Year	2017
Abstract	Acid rain can deteriorate the performance of reinforced concrete structure. Combined with the characteristics of acid rain in China, the properties of steel fiber reinforced concrete subjected to acid rain were studied. The effects of steel fiber content and pH value of acid rain on the mass loss, erosion depth, neutralization depth, and splitting tensile strength of tested concrete were investigated. The mercury intrusion pore (MIP) test was used to analyze the influence of steel fiber on the acid rain resistance of concrete matrix. The results show that the corrosion of steel fiber reinforced concrete subjected to acid rain results from the combined effect of H$^{+}$ and SO$_{4}$ $^{2-}$ in the acid rain, and steel fiber can improve the acid rain resistance of the tested concrete by improving the pore structure and enhancing the tie effect of the concrete matrix. The experiment further indicates that the optimum content of steel fiber is 1.5% compared to the various mixing proportion in this tests. The tested concrete mass loss and splitting tensile strength decrease followed by increasing as a function of corrosion time when the pH value of the simulation solution is 3 or 4, while they decrease continuously in the simulation solution at pH 2. Thanks to the tie effect of steel fiber, the spalling of concrete matrix is significantly improved, and the erosion depth and neutralization depth are less than those of conventional concrete.
Starting Page	121
Ending Page	128
Page Count	8
File Format	PDF
ISSN	10002413
Journal	Journal of Wuhan University of Technology-Mater. Sci. Ed.
Volume Number	32
Issue Number	1
e-ISSN	19930437
Language	English
Publisher	Wuhan University of Technology
Publisher Date	2017-02-12
Publisher Place	Wuhan
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	steel fiber reinforced concrete acid rain neutralization depth erosion depth Materials Science
Content Type	Text
Resource Type	Article
Subject	Materials Science

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Mechanical properties of layered steel fiber and hybrid fiber reinforced concrete

The mechanical properties of polypropylene fiber reinforced concrete

Experimental study on shear-span to effective-depth ratio of steel fiber reinforced concrete T-beams

Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete

Meso-mechanical interfacial behavior of elbow steel fiber reinforced concrete

Characteristics of stress-strain curve of high strength steel fiber reinforced concrete under uniaxial tension

Research on neutralization mechanism of concrete subjected to acid rain

Strength of Elements with Annular Cross Sections Made of Steel-fiber-Reinforced Concrete Under One-Time Loads

Flexural strength and behavior of polypropylene fiber reinforced concrete beams

Effect of acid rain erosion on steel fiber reinforced concrete

Similar Documents

Mechanical properties of layered steel fiber and hybrid fiber reinforced concrete

The mechanical properties of polypropylene fiber reinforced concrete

Experimental study on shear-span to effective-depth ratio of steel fiber reinforced concrete T-beams

Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete

Meso-mechanical interfacial behavior of elbow steel fiber reinforced concrete

Characteristics of stress-strain curve of high strength steel fiber reinforced concrete under uniaxial tension

Research on neutralization mechanism of concrete subjected to acid rain

Strength of Elements with Annular Cross Sections Made of Steel-fiber-Reinforced Concrete Under One-Time Loads

Flexural strength and behavior of polypropylene fiber reinforced concrete beams

Effect of acid rain erosion on steel fiber reinforced concrete