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Liquids as Reinforcements for Anisotropic and Tough Soft Matter Composites
Liquid metal droplets are shaped and oriented within soft elastomers to create all‐soft matter composites with programmable mechanical anisotropy. These liquid inclusions act as fiber‐like reinforcements, enabling directional stiffness, enhanced toughness, and controlled crack steering under extreme deformation, offering new routes to resilient soft ...
Gwyneth M. Schloer +5 more
wiley +1 more source
Probing the Small, Medium and Large Amplitude Rheological Properties of Cherry Jell-O<sup>®</sup> as a Model System for Edible Gels. [PDF]
Ata O +5 more
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Effect of Differential Speed Ratio on the Microstructural Evolution and Mechanical Properties of Asynchronously Rolled 7075 Aluminum Alloy. [PDF]
Wei L, Lian X, Deng L, Wang B.
europepmc +1 more source
Comparative Evaluation of Two Image-Analysis Software Platforms for Microfluidic Assessment of Red Blood Cell Deformability in Chronic Lymphocytic Leukemia. [PDF]
Alexandrova-Watanabe A +9 more
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Optimization of Punch Shaft Design for Reduced Punching Force and Enhanced Tool Life in S500MC Steel Sheet Forming. [PDF]
Zeidi A +5 more
europepmc +1 more source
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Drop Deformation in Microconfined Shear Flow
Physical Review Letters, 2006The deformation and breakup of a drop in an immiscible equiviscous liquid undergoing unbounded shear flow has been extensively investigated in the literature, starting from the pioneering work of Taylor. In this Letter, we address the case of microconfined shear flow, a problem which is relevant for microfluidics and emulsion processing applications ...
SIBILLO VINCENZO +4 more
openaire +3 more sources
Journal of the Soil Mechanics and Foundations Division, 1967
The behavior of an Ottawa sand under different combinations of hydrostatic and deviatoric stresses has been studied in a new soil test box. The general shearing behavior with special reference to the proportions of elastic and plastic components of the shearing deformations is described.
Hon-Yim Ko, Ronald F. Scott
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The behavior of an Ottawa sand under different combinations of hydrostatic and deviatoric stresses has been studied in a new soil test box. The general shearing behavior with special reference to the proportions of elastic and plastic components of the shearing deformations is described.
Hon-Yim Ko, Ronald F. Scott
openaire +1 more source

