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Kin-tak Lau

Researcher at Swinburne University of Technology

Publications -  264
Citations -  15646

Kin-tak Lau is an academic researcher from Swinburne University of Technology. The author has contributed to research in topics: Epoxy & Ultimate tensile strength. The author has an hindex of 57, co-authored 260 publications receiving 12950 citations. Previous affiliations of Kin-tak Lau include Chonbuk National University & Asia University (Taiwan).

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Fabrication and mechanical properties of exfoliated clay-CNTs/epoxy nanocomposites

TL;DR: In this article, a modified clay hybrid (denoted as E-MMT) was directly used as a filler to improve the mechanical properties of the polymer, which was found that the Vicker's hardness and the impact intensity of nanocomposites increased effectively.
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Tribological behavior of nanoclay/epoxy composites

TL;DR: In this article, the mechanical performance of nanoclay/epoxy composites through micro-hardness and abrasive tests was discussed, and it was found that the hardness and wear resistance of NCs increased with an increase in the number of particles of up to 4 wt.
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Electromechanical stability of compressible dielectric elastomer actuators

TL;DR: In this article, the constitutive relation and the electromechanical stability of compressible isotropic dielectric elastomers undergoing large deformation are investigated by applying a new kind of free energy model, which consists of elastic strain energy, composed of the Varga model as the volume conservative energy and the Blatz-Ko model as a volume non-conservative energy, and electric field energy with constant permittivity.
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Multi-point strain measurement of composite-bonded concrete materials with a RF-band FMCW multiplexed FBG sensor array

TL;DR: In this article, the use of fiber Bragg grating (FBG) sensors for strain measurement in a rectangular composite-bonded concrete beam is reported, where three FBGs are multiplexed by using a frequency modulated continuous wave (FMCW) technique in the RF-band and embedded at three different locations at the interface between the composite reinforcement and surfaces of the concrete beam specimen.