MATEC Web of Conferences (Jan 2017)

Study on Performance of Steel Fiber Concrete Bridge Pier Specimens under Horizontal Cyclic Loading

  • Baiben Chen,
  • Zhongren Feng,
  • Xiaoji Shi

DOI
https://doi.org/10.1051/matecconf/201713004005
Journal volume & issue
Vol. 130
p. 04005

Abstract

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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.