Numerical evaluation of bond–slip relations for near-surface mounted carbon fiber bars embedded in concrete

Author:

Sasmal Saptarshi,Khatri Chandra Prakash,Ramanjaneyulu K.,Srinivas V.

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference35 articles.

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2. Near-surface mounted FRP reinforcement: an emerging technique for strengthening structures;De Lorenzis;Composites Part B,2006

3. Nanni A, Alkhrdaji T, Barker M, Chen G, Mayo R, Yang X. Overview of testing to failure program of a highway bridge strengthened with FRP Composites. In: Dolan CW, Rizkalla S, Nanni A, editors. Proceedings of fourth international symposium on non-metallic (FRP) reinforcement for concrete structures (FRPRCS-4) 1999, SP-188. American Concrete Institute, Farmington Hills, Mich. p. 69–75.

4. Eligehausen R, Popov EP, Bertero VV. Local bond stress–slip relationships of deformed bars under generalized excitations. Earthquake Engineering, UCB/EERC-83/23 1983, University of California, Berkeley.

5. Analysis of bond stress distributions in pullout specimens;Homayoun;Struct Eng,1996

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