Carbene-based bioadhesive blended with amine, thiol, and acrylate liquid additives by Ellis, Elizabeth, Djordjevic, Ivan, Muhammad Naziruddin Bin Mohd Ali, Steele, Terry W. J.

“…This work investigates carbene based bioadhesives in the presence of various liquid additives containing reactive functional groups of hydroxyl, thiol, amine, or acrylate. Steady shear viscosity, dynamic mechanical properties, microstructure, and reactive functional groups are evaluated by photorheometry, scanning electron microscopy (SEM), and FTIR spectroscopy. …”
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Cell-derived nanovesicles from mesenchymal stem cells as extracellular vesicle-mimetics in wound healing by Neupane, Yub Raj, Handral, Harish K., Syed Abdullah Alkaff, Chng, Wei Heng, Venkatesan, Gopalakrishnan, Huang, Chenyuan, Lee, Choon Keong, Wang, Jiong-Wei, Sriram, Gopu, Dienzo, Rhonnie Austria, Lu, Wen Feng, Yusuf Ali, Czarny, Bertrand, Pastorin, Giorgia

“…To circumvent these challenges, bioinspired cell-derived nanovesicles (CDNs) that mimic EVs were obtained by shearing mesenchymal stem cells (MSCs) through membranes with different pore sizes. …”
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Micro-engineered perfusable 3D vasculatures for cardiovascular diseases by Menon, Nishanth Venugopal, Tay, Hui Min, Wee, Soon Nan, Li, King Ho Holden, Hou, Han Wei

“…Whole blood was perfused (1-10 dyne cm-2) into the microdevices and distinct platelet and leukocyte adherence patterns were observed due to increased shear stresses at the constriction, and an additional convective flow through the collagen. …”
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Remarkably enhanced thermal transport based on a flexible horizontally-aligned carbon nanotube array film by Qiu, Lin, Wang, Xiaotian, Su, Guoping, Tang, Dawei, Zheng, Xinghua, Zhu, Jie, Wang, Zhiguo, Norris, Pamela M., Bradford, Philip D., Zhu, Yuntian

“…Here we report a simultaneous sevenfold increase in in-plane thermal conductivity and a fourfold reduction in the thermal contact resistance at the flexible CNT-SiO2 coated heat sink interface by coupling the CNTs with orderly physical overlapping along the horizontal direction through an engineering approach (shear pressing). The removal of empty space rapidly increases the density of transport channels, and the replacement of the fine CNT tips with their cylindrical surface insures intimate contact at CNT-SiO2 interface. …”
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Long-term slip rate of the southern San Andreas Fault from 10Be-26Al surface exposure dating of an offset alluvial fan by Ryerson, Frederick J., Van der Woerd, Jérôme, Klinger, Yann, Sieh, Kerry, Tapponnier, Paul, Mériaux, Anne-Sophie

“…This result puts new constraints on the slip rate of the San Jacinto and on the Eastern California Shear Zone for the last 35 kyr. Our study shows that more sites along the major faults of southern California need to be targeted to better constrain the slip rates over different timescales.…”
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Detailed turbulent structures investigation around piers group induced flow by Ikani, Nima, H. Pu, Jaan, Zang, Shuyan, Hussein Al-Qadami, Ebrahim Hamid, Razi, Adib

“…This paper aims to investigate the mean velocities and turbulence characteristics, which include Reynolds shear stresses (RSS) and turbulent intensities, in order to study temporal and spatial flow patterns around a complex three square-piers group. …”
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A Report From the Drilling Riser VIV and Wellhead Fatigue JIP: Full-Scale Drilling Riser VIV Measurements and Comparisons With Predictions by Resvanis, Themistocles L., Vandiver, J. Kim, McNeill, Scot

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Phase Change Dispersion Made by Condensation–Emulsification by Fischer, Ludger J., Dhulipala, Somayajulu, Varanasi, Kripa K.

“…They are manufactured by high shear equipment like rotor-stator systems. A recently published method to produce emulsions by the direct condensation of the dispersed phase into the emulsifier-containing continuous phase is applied on this PCD. n-Decane is used as PCM, and the melting temperature is -30 °C. …”
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The Influence of Root Geometry on Soil Cohesion and Anchoring Ability through Geologic Time by Colicci, Vittorio

“…Force laws were then derived to approximate the anchoring contributions of root weight, sediment weight, static friction, and shear strength. This analysis revealed a strong dependence on the span, surface area, and volume of the root system, which were used to normalize values across different geometries. …”
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Turbulent Flow over a Flexible Wall Undergoing a Streamwise Traveling Wavy Motion by Shen, Lian, Zhang, Xiang, Yue, Dick K.P., Triantafyllou, Michael S.

“…Above a threshold value of c/U ≈ 1, separation is eliminated; and, relative to small- c/U cases, turbulence intensity and turbulent shear stress are reduced significantly. The drag force decreases monotonically as c/U increases while the power required for the transverse motion generally increases for large c/U; the net power input is found to reach a minimum at c/U ≈ 1.2 (for fixed U). …”
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Polydopamine nano-hybrids : interfacial and photoactive role in epoxy nanocomposites and polymerization by Subramanian, Alamelu Suriya

“…The results showed as much as 100% improvement in lap shear strength compared to unfilled epoxies bonded on aluminum substrates. …”
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Seismic performance of corroded reinforced concrete column-slab connections by Sutantyo, Samuel Kurniawan

“…Due to the lack of any shear reinforcement and drop panel, the slab-column connection is susceptible punching failure, especially when the building is also subjected to earthquake loadings. …”
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Design of floating photovoltaic structures in coastal waters by Tan, Pek Yeu

“…The rheological properties of the covers will be tested using DMA via small amplitude oscillatory shear test. The experiments will attempt to study the effects of stiffness of cover on the amplitude of cover, the wave attenuation of cover, and the damping effect of the cover. …”
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Behaviour of continuous deep beams with unsymmetrical web openings by Tham, Win Yen

“…Due to their dimensions, deep beams are predominantly controlled by shear strength. Precise analytical study on reinforced concrete deep beams has always been a complex issue and the presence of web openings in continuous deep beams exacerbates the situation. …”
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Ecocement for beach erosion control by Chua, Xue Ning

“…Unconfined compression (UC) tests were used to measure the shear strength of the treated sand in laboratory. …”
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Multi jet fusion of ZnO nanorod-reinforced PA12 nanocomposites by Seah, Ying Ting

“…Nanorods can helps to eliminate the shear induced alignment of short fibres. Together, this work provides a superior mechanical performance polymeric nano composite for the additive manufacturing. …”
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Solder joint testing and failure analysis by Kang, Eng Tat.

“…Adhesively bonded joints within most electronic devices are constantly subjected to a complex combination of tensile-shear loading. These devices are also likely to undergo thermo-mechanical cycling during device processing and service and therefore, the joints are likely to have existing low-cycle fatigue cracks, which might adversely affect the joint mechanical integrity under various loading situations. …”
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Computational fluid dynamics and shape analysis enhance aneurysm rupture risk stratification by Benemerito, I, Ewbank, F, Narracott, A, Villa-Uriol, M, Narata, AP, Patel, U, Bulters, D, Marzo, A

“…Non-sphericity index (shape variable) and maximum oscillatory shear index (CFD variable) were the strongest predictors of a ruptured status. …”

Physical properties of keropok (fried crisps) in relation to the amylopectin content of the starch flours by Mohamed, Suhaila, Abdullah, Norakiah, Muthu, Mangayar Karasi

“…These starches can be recognised physically by their clarity on gelatinisation, stability to retrogradation, low resistance to shear and high cold‐paste viscosity. The addition of mung bean flour to tapioca flour helped increase the protein content and flavour of the keropok; it also reduced the oil absorption of the keropok during frying. …”

Compressibility behavior of marine clay treated by combination of coal ash and cement by Pakir, F, Ismail, N A, Yunos, N Z M, Jamaludin, N, Talib, M K A, Dan, M F M, Madun, A

“…A lot of engineering problems could arise either during or after the construction phase due to low shear strength and high compressibility of this soil in the form of excessive settlement, slope instability or bearing capacity failure. …”
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