| Issue |
MATEC Web Conf.
Volume 130, 2017
The International Conference on Composite Material, Polymer Science and Engineering (CMPSE2017)
|
|
|---|---|---|
| Article Number | 04005 | |
| Number of page(s) | 5 | |
| Section | Concrete and asphalt materials | |
| DOI | https://doi.org/10.1051/matecconf/201713004005 | |
| Published online | 25 October 2017 | |
Study on Performance of Steel Fiber Concrete Bridge Pier Specimens under Horizontal Cyclic Loading
School of Civil Engineering and Architecture, Wuhan University of Technology, 430070 Wuhan Hubei, China
a Corresponding author: cbb0505@163.com
Because of that steel fiber can effectively prevent the extension and development of small cracks in the concrete, steel fiber reinforced concrete has good toughness and tensile strength. In the application of building materials, steel fiber reinforced concrete is an ideal elastic-plastic material. For the seismic performance, it has advantages. In order to analyze the seismic performance of steel fiber reinforced concrete, 4 piers of the scale model test under horizontal cyclic loading were done. The results showed that failure mode of steel fiber reinforced concrete is better than that of ordinary concrete, and has a large yield moment under the external loads.
© The authors, published by EDP Sciences, 2016
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. (http://creativecommons.org/licenses/by/4.0/).
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