Tomás Arana Villafán

Fatigue of the Tension-Stiffening Effect in Reinforced Concrete


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ISBN:

978-3-8440-8107-7

Series:

Schriftenreihe des Instituts für Massivbau der TUHH
Herausgeber: Prof. Dr. sc. techn. Viktor Sigrist and Prof. Dr.-Ing. Günter Rombach
Hamburg

Volume:

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

Type of publication:

Thesis

Language:

English

Pages:

242 pages

Figures:

117 figures

Weight:

360 g

Format:

24 x 17 cm

Bindung:

Paperback

Price:

49,80 € / 62,30 SFr

Published:

July 2021

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DOI:

10.2370/9783844081077 (Online document)

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Abstract:

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.