Sentence examples for behavior of a shear from inspiring English sources

This paper investigates the large amplitude vibration behavior of a shear deformable FGM cylindrical panel resting on elastic foundations in thermal environments.

Even though it is intuitively known that the size of opening hassignificant effects on the behavior of a shear wall, it is desirable to know thelimiting size of opening in the shear wall, beyond which the shear walls mayfail or become unserviceable, especially when subjected to severe earthquakeground motions.

For instance, the spatial and temporal changes in a stress field can be attributed to the behavior of a shear zone such as the San Andreas Fault zone (Zoback et al. 1987; Hardebeck and Hauksson 2001; Townend and Zoback 2001, 2004; Hardebeck and Michael 2004).

We investigated the flow behavior of a shear thinning carboxymethyl-cellulose aqueous solution in a collapsible elastic tube immersed in water filled chamber under compressive transmural (internal minus external) pressure.

This paper investigates the large amplitude vibration behavior of a shear deformable FGM cylindrical shell of finite length embedded in a large outer elastic medium and in thermal environments.

This research investigated the behavior of a composite shear wall system consisting of two skins of profiled steel sheeting and an infill of concrete under in-plane monotonic loading.

A set of coupled system of differential equations in which the primary variables are the slips and the shear deformation of the encasing cross-section is derived from the governing equations describing the behavior of an elastic shear-deformable hybrid beam-column in partial interaction.

This equation reflects the behavior of a material under shear stresses causing only shear strains, which, in turn - by the von Mises assumption - are responsible for its plastic behavior.

This section focuses on fracture surface profiles, in order to examine the relationship between the permeability behavior of a fracture under shear and its microstructure.

This paper aims to investigate the effect of the steel fiber volume fraction on the non-linear behavior of a SFRHSC composite shear wall.

This paper presents the development and validation of finite element (FE) models to simulate the behavior of a novel composite shear wall system consisting of two skins of profiled steel sheeting and an infill of concrete under in-plane loadings.