The present article deals with the MHD flow of a Casson nanofluid between two disks. The lower disk was fixed as well as permeable. The upper disk was not permeable, but it could move perpendicularly up and down toward the lower disk. Titanium dioxide was selected as nanoparticles and water as a base fluid. The governing higher-order nonlinear partial differential equations were transformed into a set of nonlinear ordinary differential equations by using similarity transformation. The differential transform method (DTM) was applied to solve the nonlinear ODEs. The nature of the velocity profiles for the different values of the suction injection parameter, the squeeze number, the Casson fluid parameter, and the volume fraction parameter of the nanofluid are pictorially discussed in this paper. The coefficient of skin friction was tabulated for the novelty of the research. The comparison of the results was determined by the DTM and the numerical methods. The profile values were also compared with the literature work and found to agree. This comparative study proves the accuracy and efficiency of the method. It is concluded from this research that the flow properties behave oppositely for all parameters during suction and injection.
In modern-day construction industry, cold-formed
steel channels have been more interested as the conventional
structural materials in place of hot-rolled steel members in order
to reduce the weight of beams and girders without reducing their
strength. Cold-formed steel becomes extensively used as
structural and non-structural materials in building construction
and engineering presentations. Various types of buckling
behaviors usually govern the design strength of cold-formed
steel channel sections. Because of their complex behaviors, the
design guides for cold-formed steel are insufficient to be
provided. This leads the questions to investigate the governing
modes of failure of cold-formed steel built-up sections in both
horizontal and vertical profiles. This article reviews the recent
researches on cold-formed steel built up columns of diverse
geometric shapes and connections under axial compression
load. The objective is to summarize various modes of buckling in
each built-up column. At the end of the study, the results are
compared in detail through their geometric sections and provide
recommendation for further studies.
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