Two-fold Internally Indeterminate Coupling between a Rigid Reinforcement Bonded to Concrete: Solution by the Busemann Method
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.
KeywordsFatigue Shrinkage Dition nAsH
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