Low-cycle fatigue behaviour and strain-life model of stainless steel reinforcing bars

Author:

Moodley H.,Afshan S.,De Risi R.

Funder

University of Southampton

University of Bristol

Publisher

Elsevier BV

Reference51 articles.

1. Low‐cycle fatigue behavior of reinforcing steel;Mander;J Mater Civ Eng,1994

2. Reliability assessment of existing RC bridges with spatially-variable pitting corrosion subjected to increasing traffic demand;Pugliese;Reliab Eng Syst Saf,2022

3. A computational framework for finite element modeling of traveling loads on bridges in dynamic regime;De Risi;Comput-Aided Civ Infrastruct Eng,2022

4. Experimental evaluation of the seismic performance of reinforced concrete bridge columns;Lehman;J Struct Eng,2004

5. ‘Cumulative seismic damage of circular bridge columns: Variable amplitude tests’;El-Bahy;Acids Struct J,1999

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