A model to simulate the moment–rotation and crack width of FRC members reinforced with longitudinal bars

Author:

Barros Joaquim A.O.,Taheri Mahsa,Salehian Hamidreza

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

1. A design model for strain-softening and strain-hardening fiber reinforced elements reinforced longitudinally with steel and FRP bars;Taheri;Compos Part B: Eng,2011

2. Proposed classification of HPFRC composites based on their tensile response;Naaman;Mater Struct,2006

3. Fibre-reinforced concrete in fib Model Code 2010: principles, models and test validation;di Prisco;Struct Concrete,2013

4. Mazaheripour H, Barros JAO, Soltanzadeh F, Gonçalves DMF. Interfacial bond behaviour of GFRP bar in self-compacting fiber reinforced concrete. In: al Be, editor. 8th RILEM international symposium on fibre reinforced concrete: challenges and opportunities (BEFIB2012). Guimaraes; 2012. p. 135–6.

5. Experimental study on bond performance of GFRP bars in self-compacting steel fiber reinforced concrete;Mazaheripour;Compos Struct,2013

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