Sentence examples for sheet failure from inspiring English sources

The investigated failure modes are buckling of the debonded face sheets, debond propagation and face sheet failure.

In this study, it was observed that the specimens sheeted by GFRP plate experienced core failure, and the other specimens face sheet failure.

The forming force evolution, which varies with the bending conditions, could be used as an indicator to prevent the sheet failure.

Failure mode is important in edgewise compression test results, and commonly observed failure modes of composite sandwich panels can be categorized as face sheet failure, comprising buckling or compression failure, or core failure, comprising compression or shear failure (ASTM C364 2016).

Some of the factors leading to patients failing to respond or refusing to take part in research may include failure to receive or understand the letter or information sheet, failure to feel that the research applies to them as individuals, feelings that they would not be of interest to the researchers, apathy, lack of time due to other commitments and feelings of invasion of privacy [ 7].

These results imply that the pre-strain damage nucleates elongated voids whose growth is critical to the development of void-sheet failure.

Consistent with experimental behavior, the micro-mechanical model identifies a strong tendency for strain localization between the voids (and therefore void-sheet failure) but only at a high degree of stress triaxiality.

Typical failures observed include complete collapse of roofing system in most of the dwellings and semi-engineered buildings with thatch, tiles and AC sheets, failure of connections, failure of gable walls, and progressive collapse of roof steel trusses.

Open image in new window Fig. 4 Specimens strengthened with CFRP sheets after failure due to debonding of the CFRP sheet followed by diagonal shear failure: a NT-SH-100, and b NT-SH-200.

The shear strength of the lattice cores was improved by eliminating core-to-face sheet bond failures.

The parametric study provided information on the optimum spacing of interface connectors to prevent shear buckling of profiled steel sheets before failure.