Research on the Influence of the Steel Fiber on RPC Performance

Zheng Wang; Qi Fan Wang; Lin Zhang

doi:10.4028/www.scientific.net/AMR.1065-1069.1833

Paper Titles

Numerical Simulation of Internal Defects in CSG Concrete (III)
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Numerical Simulation of Internal Defects in CSG Concrete (IV)
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Portholes Die Extrusion Process Numerical Simulation and Optimal Die Design
p.1821

Research on Nickel Slag Powder as Concrete Mineral Admixture
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Research on the Influence of the Steel Fiber on RPC Performance
p.1833

Research on the Relationship between Thermal Conductivity and Porosity during Carbonation of Cement Materials
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Study on Modified Asphalt Foaming Characteristic Basing on Energy Analysis
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Study on Physical and Mechanical Characteristics of Q₂ Loess and Micro-Structure Properties in Li-Shan
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Study on the Influence of Fiber Type on Mechanical Properties of Synchronization Plus Fiber Stone Layer
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Research on the Influence of the Steel Fiber on RPC Performance

Abstract:

Experimental study on the influence of the steel fiber types, content and water-cement ratio on the reactive powder concrete (RPC) performance is conducted. The results show the influence law that the 3 factors to compressive strength and shock-resistance of steel fiber RPC. In this sense, it is of vital importance to enhance structural strength, and to improve the anti-seismic and anti-detonating capacities of the key engineering in urban.