Behaviour of confined prestressed concre
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Graciela N. Doz; Silvia M. Soares; Pablo G. Bignon
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Article
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1992
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Elsevier Science
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English
β 414 KB
A numerical model to describe the behaviour of confined prestressed concrete beams is presented. The model was developed using the Finite Element Method and it is suitable for the analysis of bonded and unbonded prestressed concrete beams subjected to monotonic short term loading. Numerical results