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Based on the failure mode, the specimens can be divided in two groups, i.e. flexural-shear failure and shear failure (Table 1).
When the second preform was made in a laboratory experiment according to the process design on the basis of the upsetting mode, the specimens cracked at the flange in the final stage of forming.
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In addition, the equations provided by the standards cannot accurately reflect the failure mode of the specimens observed in the tests.
The primary failure mode of the specimens was buckling and fracture of the steel plate in the beam.
The load-carrying capacity, deformation capacity, and failure mode of the specimens were directly compared with those of a column with conventional ties.
The results indicated that the failure mode of the specimens was primarily splitting failure; however, the marks of the steel bars at the interface between the deteriorated concrete and corroded steel bars became unclear as the corrosion ratio increased.
When considering the deformation mode of the specimens during the cyclic loading, a permanent plastic valgus malrotation of the tibial head occurred which caused a valgus deformation of the knee, consequently altering the localization of the mechanical axis and the primary performed correction.
Figure 10 presents the final failure modes of the specimens.
Table 8 and Fig. 10 shows the failure modes of the specimens.
The paper shows general results and conclusions, describing the failure modes of the specimens.
The failure modes of the specimens with HPEPC cores, as shown in Fig. 8, depend on the face sheets.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com