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This model considers rope behavior under axisymmetric loading conditions and can account for the degradation of rope properties, including the effect of broken rope components, on overall rope response.
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The tension strain behavior of a nonwoven needle-punched geotextile under axisymmetric loading condition as well as the mechanism and effects of the different grades of geotextile on the increase in bearing capacity of reinforced unpaved roads over weak subgrade under traffic load were considered.
Drained or undrained cylindrical specimens under axisymmetric loading are commonly used in laboratory testing of soils and rocks.
A method is developed for the static stress and deformation analysis of axisymmetric shells under axisymmetric loading by reduction of the shell to ring sections.
The present paper is devoted to the consideration of one of the applied analytical methods for the analysis of composite shells of revolution operating under axisymmetric loading conditions.
The transient response of finite bi-periodic layered structures under axisymmetric loading conditions are analyzed using a double integral transform technique.
As a special case of the present formulation, two different approaches are also presented for the postbuckling analysis of perfect thin shells of revolution under axisymmetric loads.
The strain energy capacity concept is proposed to describe the tension strain of geotextile under an axisymmetric loading condition.
Under conditions of axisymmetric loading and support, the ringbeam is required to carry circumferential compression forces to maintain the equilibrium of the junction.
The anchor behavior under unidirectional loading and combined loading is important for anchor selection.
Crack closure behavior under constant loading with a single overload is studied under SEM.
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