Fatigue Deflection Analysis for Prestressed Concrete Beams Based on Variable Stiffness Distribution Model
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-1844-3.pdf
Reference30 articles.
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2. Banjara NK, Ramanjaneyulu K (2019) Investigations on behaviour of flexural deficient and CFRP strengthened reinforced concrete beams under static and fatigue loading. Construction and Building Materials 201:746–762, DOI: https://doi.org/10.1016/j.conbuildmat.2019.01.010
3. Becks H, Baktheer A, Marx S, Classen M, Hegger J, Chudoba R (2023) Monitoring concept for the propagation of compressive fatigue in externally prestressed concrete beams using digital image correlation and fiber optic sensors. Fatigue and Fracture of Engineering Materials and Structures 46(2):514–526, DOI: https://doi.org/10.1111/ffe.13881
4. Castel A, François R (2011) Modeling of steel and concrete strains between primary cracks for the prediction of cover-controlled cracking in RC-beams. Engineering Structures 33:3668–3675, DOI: https://doi.org/10.1016/j.engstruct.2011.08.001
5. Castel A, Vidal T, François R (2012) Finite-element modeling to calculate the overall stiffness of cracked reinforced concrete beams. Journal of Structural Engineering 138:889–898, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000520
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