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More general loading cases and their effects are reported elsewhere due to space limitation.
Although the compressive and flexural behaviour of stainless steel Rectangular and Square Hollow Sections (RHS and SHS) has been widely analysed and advanced design approaches considering strain hardening have been developed, more general loading conditions such as combined axial compression and bending moment loading conditions still need to be investigated.
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The latter issue is part of a more general load-balancing problem, for which it is impossible to design a universal solution, as the tasks distribution is heavily dependent on the algorithm being distributed.
In this paper we will develop a general three dimensional model that is able to reproduce the stress strain response at loading reversals and can be applied also to more general changes of loading direction.
With a more general view, the loading regimen should be adapted to agarose concentration.
In addition, the proposed model has the merit that it recovers a known exact solution for the special case of incompressible Neo-Hookean phases, as well as some other known exact solutions for more general constituents under special loading conditions.
A typical doubly-reinforced concrete rectangular plate is subjected to quasi-static (and more general quasiperiodic dynamic) transverse loads.
The non-linear dynamic response of a simple one-degree-of-freedom dissipative/non dissipative model under the more general case of partial follower loading is considered.
Although solutions are available for special cases such as transversely isotropic materials, solutions for contact loading for more general orthotropic materials have appeared much less frequently in the literature.
There is a dearth of suitable assessment methods for more general analyses of existing daily load variations.
In this section, we will design a more general scheduling framework considering traffic load of link and prove its performance based on the previous analysis.
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