Behavior of fiber reinforced concrete-filled tubular columns in compression

6533b7d3fe1ef96bd125fea4

RESEARCH PRODUCT

Behavior of fiber reinforced concrete-filled tubular columns in compression

Nunzio Scibilia Lidia La Mendola L. Sanpaolesi Gaetano Zingone Giuseppe Campione

subject

Materials science business.industry Building and Construction Structural engineering Fiber-reinforced concrete Compression (physics)law.invention Stress (mechanics)Mechanics of Materials Reinforced solid law Solid mechanics General Materials Science Composite material Ductility business Civil and Structural Engineering

description

Experimental compression tests on steel tubular columns filled with plain concrete and fiber reinforced concrete are carried out. For each type of column three different lengths are considered in order to point out the influence of slenderness on the ductility in compression. The experimental investigations presented here have emphasized the improvement in ductility capacity obtained when fiber reinforced concrete is utilised instead of plain concrete. Moreover, the results obtained stress that the lateral displacements due to global instability are drastically reduced.

year	journal	country	edition	language
2002-07-01	Materials and Structures

https://doi.org/10.1007/bf02483152

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