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Nonlinear analysis of reinforced concrete beam with/without tension stiffening effect

โœ Scribed by T. Dede; Y. Ayvaz


Publisher
Elsevier Science
Year
2009
Weight
330 KB
Volume
30
Category
Article
ISSN
0261-3069

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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