Reinforcement and Fiber to Induce Ductile Behavior of Ultra High Performance Steel Fiber Concrete

Heng Dong; Su Li Feng

doi:10.4028/www.scientific.net/AMM.351-352.199

Paper Titles

Research on the Joint of Concrete-Filled Steel Tubular Column and Steel Beam
p.174

Research on Dynamic Characteristics of Isolated System for Irregular Structures
p.179

Calculations of the Elastic Modulus and Internal Stresses of Orthogonal Symmetric Laminated Plates
p.191

Design of a Steel Pipe Truss for a Hot Spring Spa
p.195

Reinforcement and Fiber to Induce Ductile Behavior of Ultra High Performance Steel Fiber Concrete
p.199

Analysis of Transmission Tower Structure with Pushover Method
p.203

Analysis of Glass Elements Fasted into the Steel Frame
p.208

On the Nodes’ Anti-Crack and Load Bearing of SRHC Interior Joint with Different Axial Compression Ratios
p.213

Plastic Analysis on the Semi-Rigid Steel Frame-Composite Steel Plate Shear Wall Structure
p.219

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Reinforcement and Fiber to Induce Ductile Behavior...

Reinforcement and Fiber to Induce Ductile Behavior of Ultra High Performance Steel Fiber Concrete

Abstract:

To induce the ductile behavior of ultra high performance concrete beams, the experiments to find out the best composition of volume fraction of steel fiber and ratio of reinforcement bar were carried out. 15 UHPC beams which have various combinations of volume fraction of steel fiber and ratio of reinforcement bar. The reinforcement bars was consist of 2×1, 3×3, 4×4, 5×4. The volume fractions of steel fibers were 0%, 0.7%, 1%, 1.5%, 2%. The beam which has 0% volume fraction with the close placement reinforcement bar has little effect on ductile behavior. At least 0.7% volume fraction with the close placement reinforcement bar guarantees the ductile behavior of UHPC beam.

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

199-202

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.199

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Online since:

August 2013

Authors:

Heng Dong, Su Li Feng

Keywords:

Ductile Behavior, Fiber Content, Fiber Reinforced Concrete (FRC), Ratio of Reinforcement, Ultra-High Performance Concrete

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