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Before the fatigue test, the failure strain ɛf of beams in the flexural test is achieved as the testing criterion.
Historical industrial power transformer data from Taiwan and Australia are used to train and test the failure prediction models and to verify the proposed general methodology as comparative case studies.
In the quasi-static test, the failure mode of the tested frame is in conformity with the judgement, i.e., Vierendeel mechanism is formed in weakened areas due to web opening and brittle weld fracture is avoided, which results in an improvement of the aseismic behaviors of steel MRF.
Another weakness is that we did not test the failure of the repair in combined craniocaudal, anterior posterior, and rotational traction.
There is no tracking reinitialization in the case of tracking failure, which allows to test the failure recovery capability of the considered techniques.
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After the tests, the failure mode and bonding mechanism were discussed.
By observing micrographs of the failure surface of the specimens tested, the failure mode of CFRP adhesively bonded joints was mixing cohesive and adhesive fracture.
Based on the testing, the failure mode, load deflection relationship, ductility, energy absorption capacity and load-strain relationship of the beams were analyzed.
Two results are obtained from the peel tests: the failure mechanism and the peel strength.
In the torsion failure tests, the failure modes differed somewhat between femurs, but again there was no difference between the two plates.
In the NSM specimens tested, the failure modes observed with shorter or longer bond lengths were quite different.
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