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Abstract

The work presents investigation on the water droplet impingement at a substrate with three different surface coating. The experiments are carried out for two temperatures of the surface: 23ºC (room temperature) and -10ºC. The water droplet contact is recorded via ultra-fast camera and simultaneously via fast thermographic camera. The wetting properties are changing for subzero temperatures of substrates.

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Bibliography

[1] A. Alizadeh,V. Bahadur, S. Zhong,W. Shang, R. Li, J. Ruud, M.Yamada, L. Ge, A. Dhinojwala, and M. Sohal. Temperature dependent droplet impact dynamics on flat and textured surfaces. Applied Physics Letters, 100(11):111601, 2012. doi: 10.1063/1.3692598.
[2] M. Nosonovsky and V. Hejazi. Why superhydrophobic surfaces are not always icephobic. ACS Nano, 6(10):8488–8491, 2012. doi: 10.1021/nn302138r.
[3] K.K. Varanasi, T. Deng, M. Hsu, and N. Bhate. Hierarchical superhydrophobic surfaces resist water droplet impact. In Technical Proceedings of the 2009 NSTI Nanotechnology Conference and Expo, Houston, Texas, USA, 3-7 May 2009. Nano Science and Technology Institute. http://hdl.handle.net/1721.1/64767.
[4] L. Mishchenko, B. Hatton, V. Bahadur, J.A. Taylor, T. Krupenkin, and J. Aizenberg. Design of ice-free nanostructured surfaces based on repulsion of impacting water droplets. ACS Nano, 4(12):7699–7707, 2010. doi: 10.1021/nn102557p.
[5] R. Ramachandran, K. Sobolev, and M. Nosonovsky. Dynamics of droplet impact on hydrophobic/icephobic concrete with the potential for superhydrophobicity. Langmuir, 31(4):1437–1444, 2015. doi: 10.1021/la504626f.
[6] T. Bobinski, G. Sobieraj, K. Gumowski, J. Rokicki, M. Psarski, J. Marczak, and G. Celichowski. Droplet impact in icing conditions – the influence of ambient air humidity. Archives of Mechanics, 66(2):127–142, 2014. http://am.ippt.pan.pl/index.php/am/article/view/v66p127.
[7] R. Rioboo, M. Marengo, and C. Tropea. Time evolution of liquid drop impact onto solid, dry surfaces. Experiments in Fluids, 33(1):112–124, 2002. doi: 10.1007/s00348-002-0431-x.
[8] N. Laan, K.G. de Bruin, D. Bartolo, C. Josserand, and D. Bonn. Maximum diameter of impacting liquid droplets. Physical Review Applied, 2(4):044018, 2014. doi: 10.1103/PhysRevApplied.2.044018.
[9] B.B.J. Stapelbroek, H.P. Jansen, E.S. Kooij, J.H. Snoeijer, and A. Eddi. Universal spreading of water drops on complex surfaces. Soft Matter, 10(15):2641–2648, 2014. doi: 10.1039/c3sm52464g.
[10] M. Remer, M. Psarski, K. Gumowski, J. Rokicki, G. Sobieraj, M. Kaliush, D. Pawlak, and G. Celichowski. Dynamic water contact angle during initial phases of droplet impingement. Colloids and Surfaces A: Physicochemical and Engineering Aspects, 508:57–69, 2016. doi: 10.1016/j.colsurfa.2016.08.028.
[11] C.T. Crowe. Multiphase Flow Handbook, volume 59 of Mechanical and Aerospace Engineering Series. CRC Press, 2005.
[12] C. Stanley, R. Jackson, N. Karwa, and G. Rosengarten. The effects of surface wettability on droplet fingering. In The Proceedings of the 19th Australasian Fluid Mechanics Conference, Melbourne, Australia, 8-11 December 2014. Paper No. 49.
[13] A. Latka, A. Strandburg-Peshkin, M.M. Driscoll, C.S. Stevens, and S.R. Nagel. Creation of prompt and thin-sheet splashing by varying surface roughness or increasing air pressure. Physical Review Letters, 109(5):054501, 2012. doi: 10.1103/PhysRevLett.109.054501.
[14] T.G. Myers, J.P.F. Charpin, and C.P. Thompson. Slowly accreting ice due to supercooled water impacting on a cold surface. Physics of Fluids, 14(1):240–256, 2002. doi: 10.1063/1.1416186.
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Authors and Affiliations

Tomasz Lizer
1
Michał Remer
1
Grzegorz Sobieraj
1
Maciej Psarski
2
Daniel Pawlak
2
Grzegorz Celichowski
2

  1. Institute of Aeronautics and Applied Mechanics, Warsaw University of Technology, Poland.
  2. Faculty of Chemistry, Department of Materials Technology and Chemistry, University of Lodz, Poland.
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Abstract

Failures that occurred in the last few decades highlighted the need to raise awareness about the emergent risk related to the impact localised degradation phenomena have on embankments. Common interventions aimed to improve embankments, such as the reconstruction of the damaged area or the injection of low-pressure grouts to fill fractures and burrows, may cause the weakening of the structure due to discontinuities between natural and treated zones. Moreover, since such repair techniques require huge volumes of materials, more sustainable solutions are encouraged. At the same time, the textile and fashion industries are looking for sustainable waste management and disposal strategies to face environmental problems concerned with the voluminous textile waste dispatched to landfills or incinerators. The use of soil mixed with textile waste in embankment improvement has been investigated to identify an effective engineering practice and to provide a strategy for the circular economy of textiles. Preliminary laboratory tests have been conducted on soil specimens collected from the Secchia River embankment, Northern Italy, to define the appropriate mixture proportions and to compare physical properties and hydro-mechanical behaviour of natural and treated soils. The results show that an appropriate fibre content offers manageable and relatively homogeneous mixtures. The indluence on soil consistency is mainly due to the textile fibre hydrophilic nature. The addition of fibres reduces the maximum dry density and increases the optimum water content. At low stress levels, the compressibility and hydraulic conductivity appear higher, however macro voids produced during sample preparation may alter the findings.
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Authors and Affiliations

Chiara Rossignoli
1
ORCID: ORCID
Marco Caruso
2
ORCID: ORCID
Cristina Jommi
1 3
ORCID: ORCID
Donatella Sterpi
1
ORCID: ORCID

  1. Politecnico di Milano, Department of Civil and Environmental Engineering, Piazza Leonardo da Vinci, 32, Milan, Italy
  2. Politecnico di Milano, Testing Lab for Materials, Buildings and Civil Structures, Milan, Italy
  3. Delft University of Technology, Faculty of Civil Engineering and Geosciences, Delft, The Netherlands
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Abstract

Digital photoelasticity is an important optical metrology follow-up for stress and strain analysis using full-field digital photographic images. Advances in digital image processing, data acquisition, procedures for pattern recognition and storage capacity enable the use of the computer-aided technique in automation and facilitate improvement of the digital photoelastic technique. The objective of this research is to find new equations for a novel phase-shifting method in digital photoelasticity. Some innovations are proposed. In terms of phaseshifting, only the analyzer is rotated, and the other equations are deduced by applying a new numerical technique instead of the usual algebraic techniques. This approach can be used to calculate a larger sequence of images. Each image represents a pattern and a measurement of the stresses present in the object. A decrease in the mean errors was obtained by increasing the number of observations. A reduction in the difference between the theoretical and experimental values of stresses was obtained by increasing the number of images in the equations for calculating phase. Every photographic image has errors and random noise, but the uncertainties due to these effects can be reduced with a larger number of observations. The proposed method with many images and high accuracy is a good alternative to the photoelastic techniques.

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Authors and Affiliations

Cristina Almeida Magalhães
Perrin Smith Neto
Pedro Américo Almeida Magalhães Júnior
Clovis Sperb de Barcellos

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