Bond Strength of Lap-Spliced Bars in Concrete Confined with Composite Jackets-Reference-Cited by-同舟云学术

Bond Strength of Lap-Spliced Bars in Concrete Confined with Composite Jackets

Published:2011-04 Issue:2 Volume:15 Page:156-167
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Bournas D. A.¹²,Triantafillou T. C.¹²

Affiliation:

1. Postdoctoral Researcher, European Laboratory for Structural Assessment, IPSC, JRC, T.P. 480, I-21020 Ispra (VA), Italy.

2. Professor, Dept. of Civil Engineering, Univ. of Patras, Patras GR-26500, Greece.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000078

Reference36 articles.

1. ACI Committee 408. (2003). “Bond and development of straight reinforcing bars in tension.” ACI 408R-03 American Concrete Institute (ACI) Farmington Hills MI 49.

2. Behavior of lap-spliced reinforcing bars embedded in high-strength concrete;Azizinamini A.;ACI Struct. J.,1999

3. Textile-reinforced mortar (TRM) versus FRP confinement in reinforced concrete columns;Bournas D. A.;ACI Struct. J.,2007

4. Textile-Reinforced Mortar versus FRP Jacketing in Seismic Retrofitting of RC Columns with Continuous or Lap-Spliced Deformed Bars

5. Seismic Retrofitting of Columns with Lap Spliced Smooth Bars Through FRP or Concrete Jackets

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