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At high currents, some bellows were found to be warmed by the TE mode of beam induced fields.
The failure mode of beam S1C was the interfacial debonding of CFRP laminates, followed by complete debonding of top and bottom CFRP laminates.
The failure mode of beam S1MN was plate-end debonding that occurred at the right end of tensile laminate, followed by complete debonding of tensile CFRP laminate.
The failure mode of beam S2M1 was interfacial debonding of tensile laminate induced by flexural crack formed in the beam mid-span, followed by the debonding and buckling of the bottom CFRP.
The failure mode of beam S2M2 was interfacial debonding of tensile laminate induced by flexural-shear crack formed in the left shear span, followed by the partial debondings and finally the buckling of compressive CFRP laminate.
Figures 8 and 9 illustrate by photographs the flexural failure mode of beam B400-5-r1 and the typical diagonal tension failure mode of the beams of this investigation.
Similar(50)
Column panel zone (PZ) ductility significantly affects the failure mode of beams with reduced beam section (RBS) moment connections.
Corrosion of stirrups and inclined bars does not change the shear compression failure mode of beams.
Crack propagation varies with the change of fibre length and results in the variation of failure mode of beams.
The failure mode of beams with large aspect ratios tends to change from flexure to shear with increasing loading rate.
The different levels of strand corrosion in ungrouted duct have different effects on the cracking behavior, the load deflection curve, and the failure mode of beams.
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