Numerical Study on the Shear Capacity of PC Crane Beams in Uncertain Prestressing Tendons Anchorage Conditions

Author:

Walczak RafałORCID,Derkowski WitORCID

Publisher

Springer Nature Switzerland

Reference13 articles.

1. Muttoni A, Ruiz MF (2012) Levels-of-approximation approach in codes of practice. Struct Eng Int 22:190–194

2. Häussler-Combe U (2014) Computational methods for reinforced concrete structures, John Wiley & Sons, Ltd, ISBN 978–3–433–60361–1

3. Walraven J (2010) Residual shear bearing capacity of existing bridges. In: Shear and punching shear in RC and FRC elements - fib bulletin No. 57, pp. 129–138. International federation for structural concrete. ISBN 978–2–88394–097–0

4. Walczak R, Derkowski W (2022) Shear capacity tests of PC crane beams in uncertain prestressing tendons anchorage conditions. In: Proceedings of the fib congress international federation for structural concrete, pp 2045–2054

5. Derkowski W, Walczak R (2019) Problem of condition assessment of precast, posttensioned concrete crane beams in an extended period of use. In: Proceedings of the fib symposium. International federation for structural concrete, pp 1507–1514

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