Experimental Study on the Ductility of Beams with SIFCON Blocks

Kang Liu

doi:10.4028/www.scientific.net/AMM.578-579.41

Paper Titles

Analysis on Switch Node Finite Element of a High-Rise Building
p.20

Application of RPC Constitutive Model in FEA
p.25

Calculation on Plastic Internal Force of Reinforced Concrete Member under Axial Force
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Discussion on Limit Values of Axial Compression Ratio of Steel Reinforced Concrete Columns
p.37

Experimental Study on the Ductility of Beams with SIFCON Blocks
p.41

Failure Mechanism Analysis of Tubular X-Joint under Lateral Impact Force
p.45

Finite Element Analysis of Anti-Seismic Performance of Flange Connection in Circular-Pipe Tower Structures
p.49

Finite Element Analysis of the Experiment of PC Pipe Pile with Holes Carrying Capacity
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Finite Element Analysis of Unbonded Prestressed Concrete Silos
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Experimental Study on the Ductility of Beams with...

Experimental Study on the Ductility of Beams with SIFCON Blocks

Abstract:

This paper investigates the ductility of beams with slurry infiltrated fiber concrete (SIFCON) blocks. Three SIFCON blocks with confinement in the form of stirrups and additional perforation were tested in a beam where a SIFCON block was placed into the plastic hinge zone of the beam as a compression yielding material. Results of the tests indicated that SIFCON blocks with confinement in the form of stirrups and additional perforation can produce sufficient ductility for compression yielding system.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

41-44

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.41

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Online since:

July 2014

Authors:

Kang Liu*

Keywords:

Beam, Ductility, RC , SIFCON

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* - Corresponding Author

References

[1] Y.F. Wu, New avenue of achieving ductility for reinforced concrete members. Journal of Structural Engineering, ASCE, 132(9): 1502-1506 (2006).

DOI: 10.1061/(asce)0733-9445(2006)132:9(1502)

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[2] K. Liu, Experimental Study on the Ductility of SIFCON Blocks. Advanced Materials Research , 838-841: 530-534 (2014).

DOI: 10.4028/www.scientific.net/amr.838-841.530

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[3] Y. Huang, Y.F. Wu, Ductility of hybrid fiber reinforced concrete. Proceeding International Symposium on Innovation & Sustainability of Structures in Civil Engineering (ISISS'2005), Nanjing, China, 20-22, November, 2314-2326(2005).

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