Finite element modelling of bond–slip at anchorages of reinforced concrete members subjected to bending

Author:

Mazumder Maruful HasanORCID,Gilbert Raymond Ian

Funder

Australian Research Council

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Physics and Astronomy,General Engineering,General Environmental Science,General Materials Science,General Chemical Engineering

Reference25 articles.

1. FIB (2012) Model code 2010 final draft, FIB MC-10: 2012. international federation for structural concrete (FIB—Fédération Internationale du Béton), Lausanne, Switzerland

2. Murcia-Delso J, Shing PB (2015) Bond–slip model for detailed finite-element analysis of reinforced concrete structures. J Struct Eng ASCE 141(4):04014125

3. Gilbert RI, Mazumder M, Chang ZT (2012) Bond, slip and cracking within the anchorage of deformed reinforcing bars in tension. In: 4th International symposium on bond in concrete, Brescia, Italy, June 2012

4. Wang S, Kang SB, Tan KH (2019) Evaluation of bond–slip behaviour of embedded rebars through control field equations. Mag Concrete Res 71(17):907–919

5. Sezen H, Moehle JP (2003) Bond–slip behaviour of reinforced concrete members. In: Proceedings of FIB symposium on concrete structures in seismic regions, CEB-FIP, Athens, Greece, 2003

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