Failure Mechanism and Analysis of Reinforced Concrete Members with Fiber-Steel Laminate Composites

Jeong Bae Yoon; Ji Hye Choi; Young Gyun Hong; Sang Ho Ahn; Jung Hyun Park

doi:10.4028/www.scientific.net/KEM.345-346.677

Paper Titles

The Effect of Fiber Winding Angles on the Bending Strength of Fiber-Reinforced Plastic Rods
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Prediction of Defects in Nano-Imprint Lithography Using FEM Simulation
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Wear and Delamination Behavior of SiC Thin Film under Repeated Sliding Load
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A Study on the Safety Assessment of Car-Body Structure for Urban EMU
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Failure Mechanism and Analysis of Reinforced Concrete Members with Fiber-Steel Laminate Composites
p.677

Micromechanics of Rupture in Combined Tension and Shear
p.681

Calibration and Validation of an Elasto-Viscoplastic Material Model for a Hot Work Tool Steel Used in Pressure Casting Dies
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Evaluation of Un-Cracking Delamination by Pseudo Crack Model (PCM) in FRMLs
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Fatigue Crack Growth of Glass Fiber Reinforced Aluminum Alloy Laminate (Al/GFRP) According to the Micro Hole Location
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HomeKey Engineering MaterialsKey Engineering Materials Vols. 345-346Failure Mechanism and Analysis of Reinforced...

Failure Mechanism and Analysis of Reinforced Concrete Members with Fiber-Steel Laminate Composites

Abstract:

The new composite method combined by fiber laminates and steel plate composites was applied for reinforced concrete members. The experimental investigation for the applicability of this method was presented for flexural member. Two different fiber materials such as carbon and fiberglass with steel plate were used. All specimen using fiber material and steel plate were divided by two different groups such as control group without strengthening, innovated fiber-steel laminate composites group. Failure modes and load-deflection curves were presented for flexural members by fiber-steel laminate composites. Numerical analysis for tested beam was investigated.

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Periodical:

Key Engineering Materials (Volumes 345-346)

Pages:

677-680

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.345-346.677

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Online since:

August 2007

Authors:

Jeong Bae Yoon, Ji Hye Choi, Young Gyun Hong, Sang Ho Ahn, Jung Hyun Park

Keywords:

Failure Mechanism, Fiber Composite, Finite Element Analysis (FEA), Flexural Behavior, Strengthening

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References

[1] J.F. Bonacci , M. Maalej, J. Composites for Construction, 2001. 5, pp.102-113.

Google Scholar

[2] C.A. Ross, D.M. Jerome, J.W. Tedesco, and M.L. Hughes, ACI Structural Journal V. 96 No. 23, 1999. 3-4, p.212~220.

Google Scholar

[3] M.T. El-Mihilmy, J.W. Tedesco, J. Structural Engineering V. 126, No. 6, 2000. 6, p.684~691.

Google Scholar

[4] S. Kurtz, P. Balaguru, J. Structural Engineering V. 127, No. 1, 2001, p.35~42.

Google Scholar

[5] Research Report, Eng. Res. Inst., GyeongSang Nat'l Univ., Korea, (2003).

Google Scholar

[6] ATENA Program Documentation, User's Manual for ATENA 2D, Cervenka Cosulting, 2002. 06 Step 100, BC2-S08 Cracks: in elements, openning: <-6. 586E-06; 1. 676E-03>[m], Sigma_n: <-1. 189E-01; 1. 491E+00>[MPa], Sigma_T6: <-9. 319E-01; 9. 985E-01>[MPa] X Y.

Google Scholar