Sentence examples for interactive failure from inspiring English sources

In contrast, some mode-dependent failure criteria take into account interactions between stresses and strains (they are called interactive failure criteria), including Hashin (1980), Puck and Schürmann (1998) and micro mechanics-based failure (MMF) criteria (Ha et al. 2010).

A 2-D strain-based interactive failure theory is developed to predict the final failure of composite laminates subjected to multi-axial in-plane loading.

Based on an interactive failure criterion, the distribution of mode stresses is demonstrated for the entire region of the composite laminate to predict most possible failure locations at various resonant states.

Except for some of the cases, all the specimens are failed by interactive failure.

The aim of this study is to evaluate the accuracy of the DSM for the interactive failure.

Yielding, local buckling, distortional buckling, global buckling and interactive failure of these modes may affect the strength and behaviour of the cold-formed steel (CFS) section under compression.

The technique is based on the Split System Approach and a model for interactive failures.

Then, these ultimate strength data are used to assess the performance of the existing DSM approaches to design columns against local distortional interactive failures.

Moreover, previously available DSM-based design approaches developed to handle column L-D interactive failures are reviewed and their merits are assessed and compared with those exhibited by the present proposals.

Then, the numerical failure load data obtained are compared with their predictions by (i) the currently codified DSM (Direct Strength Method) column global and distortional strength curves, and (when necessary) (ii) proposed DSM-based design approaches, specifically developed to handle D-G interactive failures - a few design considerations are drawn from these comparisons.

It is shown that a novel DSM design approach, recently developed and validated in the context of cold-formed steel fixed-ended lipped channel columns affected by local distortional interaction, can also be successfully applied to hat, zed and rack-section columns under the same circumstances (i.e., exhibiting similar interactive failures).