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The failure of brittle materials under compressive shear loading is described mainly on the basis of experimental investigations.
(a) A model was developed to predict the buckling of platelets in reinforced materials under compressive loading.
Recently, some studies (Pan et al. 2014; Wan et al. 2015) suggested FE models to explore failure mechanisms of 3D braided basalt/epoxy composite materials under compressive impact with high strain rates.
The simplest theory for estimating the contact radius during compressive loading is through the Hertz contact theory, which is most suited for linear-elastic materials under compressive strains under 1%[7].
The failure mechanism for brittle materials under compressive loading is generally assumed to be dominated by the development of wing-cracks.
With the analytical property model of the simplified structure, the pore-strut buckling behavior is analyzed for isotropic three-dimensional reticulated porous metal foams, and the failure modes resulting from this buckling are investigated for these materials under compressive loadings.
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The motivation for this research is to provide the first characterization of the shape recovery effects of "bulk" Nitinol material under compressive deformation modes versus the often practiced and well understood tensile loading of wire and thin wall tubing.
Shock tests of series of materials under uniaxial strain conditions including constructional and armor steels, aluminum alloy, copper and beryllium, show that spall-strength sensitively depends on the structural instability of material under compression at the front of compressive pulse.
The dynamic characteristics and the constitutive relationship, of polypropylene fiber reinforced mortar (PFRM) materials, were investigated under compressive impact loading.
In this paper, an analytic solution is provided for the stability behavior of cylindrical shells made of compositionally (or functionally) graded ceramic metal materials under the axial compressive loads varying as a power function of time.
This mathematical relationship may be regarded as the extension of the expression about the relationship between the maximum nominal stress and the porosity for these materials under uniaxial tensile and compressive loads.
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