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Tension-Stiffening Model Attributed to Tensile Reinforcement for Concrete Flexural Members

✍ Scribed by G. Kaklauskas; V. Gribniak; D. Salys; A. Sokolov; A. Meskenas

Book ID
119353224
Publisher
Elsevier
Year
2011
Tongue
English
Weight
531 KB
Volume
14
Category
Article
ISSN
1877-7058

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A constitutive model for reinforced concrete elements that takes into account the tensile capacity of the intact concrete between cracks, effect known as tension-stiffening, is proposed in this paper. In the model, the tensile stress-strain curve of concrete displays an exponential decay in the post