Sentence examples for behavior under hydrostatic loading from inspiring English sources

The composite behavior under hydrostatic loading is described as a non-linear elastic-plastic material with hardening caused by the closure of the capillary pores.

Cylindrical ground supported steel tanks are traditionally applied to store water and inflammable liquids due to their simple structural design, very good behavior under hydrostatic loads, low cost and easy construction.

To demonstrate the usefulness of this approach, a reliability assessment is performed for a circular excavation under hydrostatic loading conditions.

Current codes of practice do not provide any provisions or guidelines for designing reinforced concrete conical tanks under hydrostatic loading.

The buckling equation demonstrates that an arch is stiffer under hydrostatic loading than under gravity loading in its resistance to elastic flexural-torsional buckling.

Under hydrostatic loading the pressure density response shows an increase in strength with increasing volume fraction of reinforcement.

The narrower stress range observed under hydrostatic loading is attributed to a lack of internal stress developed during the transformation.

The pressure dependent fracture permeability of four granitic rock samples was determined in a triaxial test cell under hydrostatic loading conditions at a temperature of 30 °C.

This paper describes the application of finite element (FE) analysis to the prediction of the non-linear elasto-plastic collapse of ring-stiffened cylinders under hydrostatic loading.

This proposed model is characterized during the simulation as having: (1) non-linear volumetric deformation under hydrostatic loading; (2) significant shear dilation prior to the failure state; (3) isotropic stiffening of deformational moduli under hydrostatic loading; and (4) anisotropic softening of deformational moduli under shearing condition.

It has been found previously that under hydrostatic loading, the bulk modulus increases as confining pressure arises; and that under shear loading, the weak sandstone may transform from its original isotropy to a stress-induced anisotropic material, and the deformational modulus can accordingly be softened as well.