Long anchorage bond–slip formulation for modeling of r.c. elements and joints

Author:

Mazzarolo Enrico,Scotta Roberto,Berto Luisa,Saetta Anna

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference18 articles.

1. CEB-FIP. Bond of reinforced concrete: state of art report. FIB Bulletin; 2000, p. 10.

2. Eligehausen R, Popov E, Bertero V. Local bond stress–slip relationships of ribbed bars under generalized excitations. Earthquake Engineering Research Center, Report UCB/EERC83-23, Department of Civil Engineering, University of California, Berkeley; 1983.

3. CEB-FIP. Bulletin No. 213/214, Model Code 1990, London: Thomas Telford; 1993.

4. CEB-FIP. Bulletin n. 55, Model Code 2010, First complete draft, March 2010.

5. Bond characteristics in post-yield range of ribbed bars;Shima;Concrete Libr JSCE,1987

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