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Failure was observed in 389 (68%) patients during the observation period.
In the experimental model, rock splitting failure was observed.
Samples were extended at 5 mm min−1 until failure was observed.
The mode of failure was observed using photography.
A block type rotation failure was observed for GFRP reinforced beams, while flexural failure was observed in geometrically similar control beams reinforced with steel rebars.
For some other tests, failure was observed as a consequence of an insufficient shear connection.
Furthermore, abrupt temperature rising just before fatigue failure was observed regardless of testing conditions.
No indication of failure was observed from the macroscopic inspections or from the infrared images.
No welding failure was observed after close inspection to all the columns after tests.
No failure was observed during curing, successfully demonstrating a thick-walled, crack-free CFRP pipe.
No MWCNT failure was observed during the pullout in this study.
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