Sentence examples for crippling failure from inspiring English sources
Web crippling failure of hot-rolled channel steel sections could be found due to localized concentrated loads or brace reactions.
Web crippling failure is often found to be critical in cold-formed steel profiled deckings during construction of composite slabs.
Web crippling failure (web buckling and web yielding) is critical for thin-walled members when subjected to concentrated load.
The finite element results demonstrated that the ultimate load-carrying capacity (web crippling strength), web crippling failure modes, and web-deformation curves agreed well with the tests.
Nonlinear finite element models were developed to simulate web crippling failure of the two loading conditions considered in the experimental program.
The second model can predict the nonlinear response as well as the debonding and crippling failure mechanisms in a Single Stringer Compression Specimen (SSCS).
They also say that Telmex has subjected its competitors to crippling failures of service.
By the time the implant was finally recalled in 2010, some 93,000 patients were at risk of crippling failures.
The part 1 [1] of this two-part paper presented an experimental study concerning the web-crippling phenomenon on GFRP pultruded I-shaped profiles and showed that they are very sensitive to transverse compressive loads (lower mechanical properties in the transverse direction) and web-crippling failure.
The fully nonlinear finite element analysis, based on the total Lagrangian formulation, employs a three-dimensional theory, known as layer-wise linear displacement distribution theory (LLDT), to capture the three-dimensional interlaminar (especially, shear) deformation behavior, associated with the localized interlaminar shear-crippling failure.
The present nonlinear finite elements solution methodology, based on the total Lagrangian formulation, employs a quasi-three-dimensional hypothesis, known as layerwise linear displacement distribution theory (LLDT) to capture the three-dimensional interlaminar (especially, shear) deformation behavior, associated with the localized interlaminar shear-crippling failure.
