Strengthening effects of DFRCC layers applied to RC flexural members-Reference-Cited by-同舟云学术

Strengthening effects of DFRCC layers applied to RC flexural members

Published:2011-02 Issue:2 Volume:33 Page:328-333
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Shin S.K.,Kim K.,Lim Y.M.

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference20 articles.

1. Diagonal macro-crack induced debonding mechanisms in FRP rehabilitated concrete;Niu;Compos Part B: Eng,2006

2. Modeling of time to corrosion-induced cover cracking in reinforced concrete structures;Bhargava;Cem Concr Res,2005

3. Control of cracking due to temperature in structural concrete reinforced with CFRP bars;Elbadry;Compos Struct,2004

4. Nonlinear analysis and damage monitoring of a one-sided patch repair with delamination;Nishino;Compos Struct,2006

5. Lim YM. Interface fracture behavior of rehabilitated concrete infrastructures using engineered cementitious composite. PhD thesis, University of Michigan, Ann Arbor; 1996.

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