Author(s): B. Moller, W. Graf, A. Hoffmann & F. Steinigen
Temporal and spatial progressive damage processes in reinforced concrete folded
plate structures with additional textile reinforcement are described by means of a
multi-reference-plane model (MRM).
The global damage state is described using a
dynamic damage indicator.
By considering the example of a spatial reinforced
concrete floor construction with textile post-reinforcement, the change in the
damage indicator during its service life is demonstrated.
The aim of structural planning is to realize economic, safe and durable
In the standard procedure for analyzing reinforced concrete
constructions - semi-probabilistic safety concept (e.g.
Eurocode 2) - only the initial
state of the supporting structure is con...
Size: 1,005 kb
Paper DOI: 10.2495/DM000111
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