Modelling the dynamics of microbubble undergoing stable and inertial cavitation: delineating the effects of ultrasound and microbubble parameters on sonothrombolysis by Tan, Zhi Qi, Ooi, Ean Hin, Chiew, Yeong Shiong, Foo, Ji Jinn, Ng, Yin Kwee, Ooi, Ean Tat

“…The effects of ultrasound and microbubble parameters on flow-induced shear stress on the clot surface during stable and inertial cavitation were investigated. …”
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A carbuncle cure for the Harten-Lax-van Leer contact (HLLC) scheme using a novel velocity-based sensor by Vevek, U. S., Zang, B., New, Tze How

“…A hybrid numerical flux scheme is proposed by adapting the carbuncle-free modified Harten-Lax-van Leer contact (HLLCM) scheme to smoothly revert to the Harten-Lax-van Leer contact (HLLC) scheme in regions of shear. This hybrid scheme, referred to as the HLLCT scheme, employs a novel, velocity-based shear sensor. …”
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Behaviour of reinforced concrete columns under reversed cyclic loading in non principal directions by Rudi Mulyadi.

“…The objectives of the research project includes: 1) To understand failure mechanism and corresponding flexural and shear capacities of RDC columns under different direction of reversed cyclic lateral loading. 2) To understand the effect of RC column orientation to the loading direction and axial loads on the flexural and shear failure mechanism.…”
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Analysis of slope stability considering soil anisotropy by Lee, You Ren

“…In such deposits, the undrained shear strength of the clay is different in the active and passive conditions. …”
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Strength improvement by surcharge and vacuum preloading by Lew, Chloe Yan Bin Jmi

“…This study used Kaolin as the sample material to examine the impact of vacuum and surcharge preloading on the undrained shear strength and soil-water characteristic curve of fine-grained soil. …”
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Interactions between amphiphilic polymers and cyclodextrins by Liao, Dongsheng

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Seismic performance of reinforced concrete columns with plain longitudinal reinforcing bars by Pham, Thanh Phuong, Li, Bing

“…The performance of specimens was discussed in terms of crack patterns, hysteretic response, initial stiffness, shear strength, drift capacity, and energy dissipation capacity. …”
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Seismic performance of RC structural squat walls with limited transverse reinforcement by Xiang, Weizheng

“…In the last three decades, extensive research works has been conducted to assess the validity of the design provisions of EC8 and ACI 318 for cyclic shear in reinforced concrete (RC) structural walls with low aspect ratios. …”
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Modelling and integrating of experimental analysis for predicting the parameters of kenaf fibre-reinforced concrete beam-column joint by Ayeni, Ige Samuel, Mohamad Jamaludin, Yatim, Abdul Shukor Lim, Nor Hasanah

“…Deep learning could predict precisely concrete structure parameters. The shear spacing could be increased by 25% to 50%. Concrete strength influences all these characteristics. …”
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Analysis of composite bonded joints by Chui, Christopher Shao Liang

“…This parametric study on adhesive bonded composite single lap joints aims to determine the optimum bondline thickness, bond length and dimensions of a hybrid single lap joint, which gives the highest ultimate shear strength under a lap shear test in accordance to ASTM D5868. …”
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Agarose as a tissue mimic for the porcine heart, kidney, and liver: measurements and a springpot model by Mishra, A, Cleveland, RO

“…Frequency sweep tests were performed from 0.1 Hz to a maximum of 9.5 Hz at a shear strain amplitude of 0.1% for agarose and porcine organs. …”

Live Verification in an Interactive Proof Assistant by Gruetter, Samuel, Fukala, Viktor, Chlipala, Adam

“…Other tools providing real-time feedback already exist, but ours is the first one that only relies on a small trusted proof checker and that provides a concise summary of the symbolic state at the point in the program currently being edited, as opposed to only indicating whether user-stated assertions or postconditions hold. …”
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Theoretical study on forced convection filmwise condensation inside converging channels in the presence of a non-condensable gas by Liu, Pengfei, Ho, Jin Yao, Kandasamy, Ranjith, Wong, Teck Neng

“…Comparatively, the increased interfacial shear stress results in the normalized heat transfer coefficient along the entire channel to be enhanced. …”
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The corrosion of stirrups and its effect on the seismic fragility of a corroded reinforced concrete (RC) column by Zhang, Guanghui, Li, Bing

“…It deteriorates the confinement behaviour and thus decreases the shear resistant capacity, potentially changing the failure modes from ductile flexural failure mode to brittle flexural-shear failure mode, or even shear failure mode. …”
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Analysis and design of curved steel beam member in elevation using Eurocode 3 by Yandarmadi, Kelvin

“…Thirdly, the comparison is done on the bending moment, shear force and axial force on three different boundary conditions for curved steel beam member in elevation. …”
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Structural upgrading of reinforced concrete beams by MacAlevey, Niall F.

“…Slant shear tests were carried on 60 composite prisms of varying concrete strengths and surface preparations, using both static and dynamic loading. …”
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Strength of high-strength wall under lateral loading by Mohammad Redha Mohd Said.

“…High strength reinforced concrete (RC) shear walls had been used in the construction of core walls in tall buildings. …”
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Non-newtonian fluids and droplets in microchannels by Huang, Yi

“…The zeta potential was calculated. The shear thinning effect is also addressed via experimental data and theoretical calculations. …”
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Combined effects of muscle fatigue and decision making on knee joint biomechanics by Wang, Nan.

“…However, only increased knee extension moment and peak proximal tibial anterior shear force were found when the task was activating by unanticipated stimulus. …”
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High-strength concrete deep beams with different web reinforcements under combined loading by Weng, Li Wei.

“…The investigations described in this thesis are principally concerned with the general behaviour, analysis and design in shear of reinforced concrete deep beams subjected to combined loading with various top to bottom loading ratios. …”
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