Abstract
In the foregoing sections, it was assumed that the reinforcement is not rigid. However, in the analysis of stress redistributions in a composite beam, a considerable role is played not only by the area of the structural steel member, but also by its moment of inertia.
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© 1983 Springer-Verlag New York Inc.
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Rüsch, H., Jungwirth, D., Hilsdorf, H.K. (1983). Two-fold Internally Indeterminate Coupling between a Rigid Reinforcement Bonded to Concrete: Solution by the Busemann Method. In: Creep and Shrinkage. Springer, New York, NY. https://doi.org/10.1007/978-1-4612-5424-9_17
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DOI: https://doi.org/10.1007/978-1-4612-5424-9_17
Publisher Name: Springer, New York, NY
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