Stiffness Assessment of Cracked Reinforced Concrete Beams Based on a Fictitious Crack Model
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-020-2056-0.pdf
Reference21 articles.
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3. Castel A, Gilbert RI, Ranzi G (2014) Instantaneous stiffness of cracked reinforced concrete including steel-concrete interface damage and long-term effects. Journal of Structural Engineering 140(6):1–9, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000954
4. Castel A, Vidal T, François R (2012) Finite-element modeling to calculate the overall stiffness of cracked reinforced concrete beams. Journal of Structural Engineering 138(8):889–898, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000520
5. CEB-FIP (2012) CEB-FIP model code 2010. Thomas Telford, Lausanne, Switzerland, 232–281
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