Influences of Vertical Slits on the Shear Behavior of Strain-Hardening Cement Composite (SHCC) Infill Walls Based on FEM Analysis

Su Won Kang; Lim Won Gyun; Hyun Do Yun

doi:10.4028/www.scientific.net/AMM.372.227

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Influence of Fiber Volume Fraction and Aggregate Size on Flexural Behavior of High Strength Steel Fiber-Reinforced Concrete (SFRC)
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Influences of Vertical Slits on the Shear Behavior of Strain-Hardening Cement Composite (SHCC) Infill Walls Based on FEM Analysis
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An Experimental Study on Evaluation of Mechanical Properties in High Performance Concrete Using Admixture
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Effect of Fly Ash, Silica Fume and Blast Furnace Slag on Mechanical Property of High Performance Concrete
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 372Influences of Vertical Slits on the Shear Behavior...

Influences of Vertical Slits on the Shear Behavior of Strain-Hardening Cement Composite (SHCC) Infill Walls Based on FEM Analysis

Abstract:

This paper provides the analytical mode and results of three strain hardening cement composite (SHCC) infill walls tested under laterally cyclic loading. The main variables of the experimental tests were vertical slit and slit length. The comparison between the experimental and analytical results showed that the shear strength was different depending on the slit length. A two-dimensional FEM analytical model was constructed in order to predict the behavior of the tested walls. The smeared crack model for SHCC elements was determined non-orthotropically crack model considered that it is able to represent fixed cracking. A good agreement was found between the test and the prediction in terms of lateral load-displacement relations and damage distribution.

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Periodical:

Applied Mechanics and Materials (Volume 372)

Pages:

227-230

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.372.227

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Online since:

August 2013

Authors:

Su Won Kang, Lim Won Gyun, Hyun Do Yun

Keywords:

FE Analysis, Shear Behavior, Slit, Strain-Hardening Cement Composite (SHCC)

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References

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