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Analytical dimensionless expressions are presented for the unloading load deformation relation, the residual interference and the residual curvature of the sphere after complete unloading.
In this paper a theory of pseudo-elasticity is used to model loading, partial or complete unloading and the subsequent reloading and unloading of reinforced rubber.
For progressive failure analyses, the complete unloading model associated with the maximum stress criteria is used for post-failure stiffness degradation.
Furthermore, examination of the microscale behavior from simulated results revealed a connection between the level of interparticle cohesion and the corresponding level of residual wall stress of powder compacts after complete unloading in die compaction.
The analysis of indentation of plastically graded substrates by sharp indentors provide the load-penetration response, as well as the strains and stresses inside the substrate, at maximum loading and at complete unloading.
The size of a pop-out depends on the time it takes place (earlier and later), and its location alters the proportion of the transferred phases (amorphous and crystalline phases) after complete unloading.
Similar(44)
Although the P h unloading relationship for a cone indentation is apparently non-quadratic [P=α(h−hr m; m<2.0], it is emphasized from the geometrical similarity of cone indentation that the unloading process conforms to a quadratic relation [P=k2(hrhr)2; hr is the residual depth of impression after a complete unload] in its essential physical process.
Thirty-one of Hanjin's 97 leased and owned container ships have completed unloading, Hanjin Shipping data showed.
In the meantime, the Japanese supply convoy successfully completed unloading at Guadalcanal and began its return journey without being discovered by Scott's force.
During the battle between Scott's and Gotō's ships, Jojima's reinforcement group completed unloading at Guadalcanal and began its return journey unseen by Scott's warships, using a route that passed south of the Russell Islands and New Georgia.
The computation of the characteristic line assumes a monotonic decrease of radial stress at the excavation boundary, while the actual tunnel excavation and subsequent support installation involve a temporary complete radial unloading of the tunnel wall.
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