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49,80 €ISBN 978-3-8440-8107-7Softcover242 pages117 figures360 g24 x 17 cmEnglishThesis
July 2021
Tomás Arana Villafán
Fatigue of the Tension-Stiffening Effect in Reinforced Concrete
The bond between reinforcement and concrete determines the carrying and deformation capacity of concrete structures. Based on performed tests, the fatigue of the bond between steel reinforcement and concrete, the subsequent degradation of the tension-stiffening effect, and the remaining carrying capacity are investigated. As a result, calculation models are proposed in order to describe the mechanical behaviour of reinforced tension chords and the inclination of compression struts in concrete beams under fatigue loading.
Keywords: Fatigue; Reinforced Concrete; Bond; Beams in Shear; Tension-Stiffening; Deformation Capacity; Tension Chord Model; Generalized Stress Field Analysis; Concrete; Steel Reinforcement; Load History; Offshore Concrete Structures; Plastic Strain Accumulation
Schriftenreihe des Instituts für Massivbau der TUHH
Edited by Prof. Dr. sc. techn. Viktor Sigrist and Prof. Dr.-Ing. Günter Rombach, Hamburg
Volume 19
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DOI 10.2370/9783844081077
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