https://ogma.newcastle.edu.au/vital/access/ /manager/Index en-au 5 The role of viscoelastic foundation on flexural gravity wave blocking in shallow water https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:45254 Wed 26 Oct 2022 17:55:16 AEDT ]]> Single hydrogen atoms on the Si(001) surface https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:3289 Wed 11 Apr 2018 14:50:27 AEST ]]> On the finite element modelling and simulation of carbon nanotubes https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:20608 Thu 10 Sep 2015 09:45:24 AEST ]]> Optimisation of self-supporting towers for small wind turbines https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:10927 Sat 24 Mar 2018 08:13:22 AEDT ]]> Tilted beam piezoresistive displacement sensor: design, modeling, and characterization https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:28463 Sat 24 Mar 2018 07:39:34 AEDT ]]> Analytical and numerical observations on the Hetényi solution for buckling of beams on elastic foundations https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:27298 Beams on Elastic Foundations, University of Michigan Press, Ann Arbor, MI]. The comparison shows that the solution by rounding can lead to overestimation of the buckling load close to the transition zone between mode shapes. The paper explains the reason for the overestimation and offers a simple direct algorithm that always leads to the correct mode shape and minimum buckling load.]]> Sat 24 Mar 2018 07:38:31 AEDT ]]>