Abstract
The flexural behavior at design load and ultimate load of unbonded pre-stressed slabs with additional bonded reinforcement are investigated. For this purpose, several idealized models for slab strips and rectangular slabs are developed. By using these theoretical models it is possible to compute tendon stress increases, membrane forces, and load-deflection relationsships.
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© 1978 Springer Basel AG
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Ritz, P. (1978). Summary. In: Biegeverhalten von Platten mit Vorspannung ohne Verbund. Institut für Baustatik und Konstruktion ETH Zürich, vol 80. Birkhäuser, Basel. https://doi.org/10.1007/978-3-0348-5341-5_16
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DOI: https://doi.org/10.1007/978-3-0348-5341-5_16
Publisher Name: Birkhäuser, Basel
Print ISBN: 978-3-7643-1031-8
Online ISBN: 978-3-0348-5341-5
eBook Packages: Springer Book Archive