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Six specimens were measured in total.
Six specimens scaled 1 2 were tested.
Six specimens were designed to be over-reinforced whereas the remaining six specimens were under-reinforced.
Overall, six specimens were coated with different parameters.
Drop-weight impact tests were conducted on six specimens.
Totally, thirteen test specimens are tested, including one reference specimen, six specimens without strengthening and six specimens with strengthening.
The black cross indicates the mean ChRM direction of the six specimens combined, surrounded by the α95 circle.
In all six specimens, surface damage was observed at sites predicted by the FE model.
Six specimens involving two different connection types subjected to monotonically increasing bending action are examined.
In total six specimens were tested experimentally on conventional concrete and ECC specimens.
A total of six specimens were designed and subjected to both monotonic and cyclic lateral loads.
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