24 research outputs found
Field Emission to control nanometer tip-medium distances in probe storage
In this work, we present a novel concept for high resolution proximity sending based on field emission and provide more insight in the vacuum conditions and electronics needed for stable operation
Field Emission for resonance sensing in MEMS/NEMS
In the past decades, there is a considerable interest in the sensor community to move from micron to nano-devices, typically scaling of resonators such as cantilever beams
Modelling of slotted bolted friction connections as seismic energy dissipaters in braced steel frames
Thesis (MEng)--Stellenbosch University, 2015.ENGLISH ABSTRACT: The Slotted Bolted Connection provides additional energy dissipation during seismic loading,
which leads to a reduction in structural damage. The effects of past earthquakes have shown
that braced steel frames are susceptible to structural damage, particularly in the braces and
connections. Although steel structures did not collapse during previous earthquakes, such as the
1994 Northridge earthquake, the numerous brittle failures motivated the development of seismic
provisions for enhanced ductility. The improved provisions however still result in significant
damage following an earthquake, which was seen after the 2011 Christchurch earthquake. One
approach to minimise earthquake damage is by using energy dissipation devices. In contrast to
other devices, the Slotted Bolted Connection is simple and economic while energy dissipation
is provided by the relative sliding between plates in a friction connection. Slotted Bolted
Connections were proposed as brace connections in Concentrically Braced Frames, but the lack
of a published design procedure has restricted their use.
The absence of a design procedure for Slotted Bolted Connection-braces is attributed to insufficient
research conducted on the subject. Previous research concentrated mainly on testing of friction
materials for the connection. Literature indicated that there is insufficient understanding of the
effect that the configuration of the Slotted Bolted Connection has on its performance. To address
this, a Finite Element Analysis study was undertaken. Firstly, a Finite Element model of the
Slotted Bolted Connection was calibrated using existing experimental results. The Finite Element
model was used to investigate; the effect of bolt-impact with the slot-ends, the differences between
Symmetric and Asymmetric Slotted Bolted Connections and the influence of the connection on a
braced bay. In addition, a modelling technique was developed to perform a non-linear dynamic
analysis of a multi-storey building with Slotted Bolted Connection-braces. The bolt-impact
investigation demonstrated that the connection requires suitable detailing to ensure ductility. The
analyses indicated that the performance of the Symmetric connection was preferable to that of
the Asymmetric connection. Contact between the bolt-shanks and the slot-sides during sliding of
the connection in a braced bay affected the hysteresis behaviour, but not detrimentally. Dynamic
analysis indicated that the Slotted Bolted Connections successfully decreased brace-damage
by providing enhanced lateral drift capacity. The findings have clarified important aspects
with regard to the configuration of the connections and have demonstrated the benefits of their
introduction to Concentrically Braced Frames. The enhanced understanding contributes to the
development of a design procedure for Slotted Bolted Connection-braces.AFRIKAANSE OPSOMMING: Die Geboute Gleufverbinding lei tot verminderde strukturele skade deur addisionele energie
dissipering tydens seismiese belasting te verskaf. Die nagevolge van vorige aardbewings het die vatbaarheid
van verspande staalrame vir strukturele skade bewys, veral in die verspanning en verbindings.
Al het staalstrukture tydens vorige aardbewings, soos die 1994 Northridge-aardbewing,
nie ineengestort nie, het die talle bros falings tot die ontwikkeling van seismiese voorskrifte vir
verbeterde duktiliteit gelei. Die verbeterde voorskrifte lei egter steeds tot beduidende skade,
soos gesien ná die aardbewing in Christchurch in 2011. ’n Benadering om aardbewing-skade
te verminder, is om van energie dissiperings toestelle gebruik te maak. In teenstelling met
ander toestelle, is die Geboute Gleufverbinding eenvoudig en ekonomies. Deur die gly van plate
relatief tot mekaar word energie gedissipeer in die verbinding. Die voorstel is om Geboute
Gleufverbindings as verspannings-verbindings in Konsentries Verspande Rame te gebruik, maar
die gebrek aan ’n gepubliseerde ontwerp-prosedure het die gebruik tot dusver beperk.
Die gebrek aan ’n gepubliseerde ontwerp-prosedure vir Geboute Gleufverbinding-verspanning kan
aan ’n navorsingstekort op die gebied toegeskryf word. Vorige navorsing het meestal op die toets
van wrywing-materiale vir die verbinding, gefokus. Literatuur het ’n onvoldoende begrip oor die
uitwerking, wat die opset van die Geboute Gleufverbinding op die gedrag van die verbinding het,
aangedui. Om hierdie aan te spreek, is ’n Eindige Element Analise-studie onderneem. Eerstens
is ’n Eindige Element-model van die Geboute Gleufverbinding met bestaande eksperimentele
resultate gekalibreer. Die Eindige Element-model is gebruik om die volgende te bestudeer:
die uitwerking wat bout-impak met die gleuf-ente het; die verskille tussen die Simmetries en
Asimmetriese Geboute Gleufverbindings en ook die invloed van die verbinding op ’n verspande
vak. ’n Modelleringstegniek om ’n nie-lineêre dinamiese analise van ’n multi-verdieping gebou met
Geboute Gleufverbinding-verspanning uit te voer, is ontwikkel. Die bout-impak-ondersoek het
gewys dat die verbinding geskikte detaillering verlang om duktiliteit te verseker. Die analises het
aangedui dat die gedrag van die Simmetriese verbinding, bĂł die van die Asimmetriese verbinding,
verkies word. Kontak tussen die boutskagte en die gleufkante tydens gly in ’n verspande vak, het
’n verandering in die histerese-gedrag veroorsaak, maar dit was nie nadelig nie. Die dinamiese
analise het aangedui dat die Geboute Gleufverbindings tot ’n vermindering in verspanning-skade
gelei het deur die sywaartse verplasing-kapasiteit te vermeerder. Die bevindinge het die belangrike
aspekte van die opset van die verbindings verklaar en het ook die voordele van die gebruik van
die verbindings in Konsentries Verspande Rame aangetoon. Die verbeterde begrip dra by tot die
ontwikkeling van ’n ontwerp-prosedure vir Geboute Gleufverbinding-verspanning.National Research Foundation (NRF
“Crystallization E.M.F.” Investigation in the lithium niobate pulling process from the melt
Collaborative Stewardship of Arizona's Rangelands: Making a difference in resource management
Displacement sensing by field emission with nanometer resolution
Field emission is used as a displacement sensing method, exploiting the exponential relation\ud
between field emission current and electrode gap. Atomic force microscopy (AFM) probes have been\ud
used as field emission source to measure I/V characteristics which were found to correspond well to\ud
theory. The field emission sensor was operated in a more linear regime by using feedback on the position\ud
of the probe in order to maintain a constant current. The sensitivity of the sensor for displacement was\ud
found to be 0.26 V/nm at a range of ~100 nm. From the experimental data, typical parameters for the\ud
Fowler-Nordheim equation were deduced and used to model the sensor performance. The measurements\ud
confirm that field emission can be applied to sense the distance between a probe tip and sample with\ud
<20 nm resolution