Proceedings of the 3rd International Conference on Mechatronics, Robotics and Automation

Research on the tensile mechanics properties of steel fiber RPC

Authors
Haiyan Yuan, Mingzhe An, Ziruo Yu, Chunmei Zhu
Corresponding Author
Haiyan Yuan
Available Online April 2015.
DOI
10.2991/icmra-15.2015.7How to use a DOI?
Keywords
reactive powder concrete; axial tensile strength; splitting tensile strength; flexural tensile strength.
Abstract

In order to study the tensile strength of reactive powder concrete (RPC) with different volume fraction of steel fiber (Vf =0%, 1%, 2%), the axial tensile tests were completed using self-designed equipment. The splitting tensile test and flexural tensile test were developed at the same time. The results indicated that the ratio of axial tensile strength and splitting tensile strength of RPC is descending as the steel fiber volumetric ratio increasing, but the ratio of axial tensile strength and flexural tensile strength is almost stabilized.

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 3rd International Conference on Mechatronics, Robotics and Automation
Series
Advances in Computer Science Research
Publication Date
April 2015
ISBN
10.2991/icmra-15.2015.7
ISSN
2352-538X
DOI
10.2991/icmra-15.2015.7How 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  - Haiyan Yuan
AU  - Mingzhe An
AU  - Ziruo Yu
AU  - Chunmei Zhu
PY  - 2015/04
DA  - 2015/04
TI  - Research on the tensile mechanics properties of steel fiber RPC
BT  - Proceedings of the 3rd International Conference on Mechatronics, Robotics and Automation
PB  - Atlantis Press
SP  - 29
EP  - 33
SN  - 2352-538X
UR  - https://doi.org/10.2991/icmra-15.2015.7
DO  - 10.2991/icmra-15.2015.7
ID  - Yuan2015/04
ER  -