Proceedings of the International Conference on Advances in Energy, Environment and Chemical Engineering

Experimental Study on Tensile Fatigue Strength of Steel Fiber Reinforced Concrete

Authors
Yang Lu, Zhongren Feng
Corresponding Author
Yang Lu
Available Online September 2015.
DOI
10.2991/aeece-15.2015.124How to use a DOI?
Keywords
steel fiber reinforced concrete; tensile fatigue strength; fatigue life equation
Abstract

The tensile fatigue property of steel fiber reinforced concrete (SFRC) was studied. In an axial tensile fatigue experiment, 52 prismatic specimens were tested under various stress conditions. A significant increase is found in the fatigue life of SFRC comparing to that of ordinary concrete. The results also show that the fatigue lives of these specimens are in well agreement with Weibull distribution. Thus a series of fatigue life equations under different survival probabilities were established, as well as the ultimate fatigue strength equation containing two parameters—the ratios of maximum and minimum stress to tensile strength.

Copyright
© 2015, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the International Conference on Advances in Energy, Environment and Chemical Engineering
Series
Advances in Engineering Research
Publication Date
September 2015
ISBN
978-94-6252-109-4
ISSN
2352-5401
DOI
10.2991/aeece-15.2015.124How to use a DOI?
Copyright
© 2015, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Yang Lu
AU  - Zhongren Feng
PY  - 2015/09
DA  - 2015/09
TI  - Experimental Study on Tensile Fatigue Strength of Steel Fiber Reinforced Concrete
BT  - Proceedings of the International Conference on Advances in Energy, Environment and Chemical Engineering
PB  - Atlantis Press
SP  - 621
EP  - 627
SN  - 2352-5401
UR  - https://doi.org/10.2991/aeece-15.2015.124
DO  - 10.2991/aeece-15.2015.124
ID  - Lu2015/09
ER  -