Rapidly yawing spheroids in viscous shear flow: emergent loss of symmetry by Dalwadi, M

“…We investigate the emergent three-dimensional (3D) dynamics of a rapidly yawing spheroidal swimmer interacting with a viscous shear flow. We show that the rapid yawing generates non axisymmetric emergent effects, with the active swimmer behaving as an effective passive particle with two orthogonal planes of symmetry. …”

Load‑bearing behaviors of sandwich plates with non‑uniformly distributed grid cores : Static compression and bending by Hao, Ning, Wang, Youlong, Song, Yiheng, Ruan, Sihan, Quanjin, Ma, Wang, Ziying

“…Under bending loading, most NUGPs experience local failure at the loading head, while the specific category surpassing GPs undergoes shear buckling in longer grid walls. (3) Deformation modes of the core layer, mechanical analysis, thin plate buckling theory, and equivalent bending stiffness calculations elucidate the load-bearing mechanisms of NUGPs. …”
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Regulation of Adenine Nucleotide Concentration at Endothelium-Fluid Interface by Viscous Shear Flow by Shen, Jian, Gimbrone, Michael A. Jr., Luscinskas, Francis W., Dewey, C. Forbes Jr.

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Anomalous crystalline ordering of particles in a viscoelastic fluid under high shear by Sun, Sijie, Xue, Nan, Aime, Stefano, Kim, Hyoungsoo, Tang, Jizhou, McKinley, Gareth H., Stone, Howard A., Weitz, David A.

“…Addition of particles to a viscoelastic suspension dramatically alters the properties of the mixture, particularly when it is sheared or otherwise processed. Shear-induced stretching of the polymers results in elastic stress that causes a substantial increase in measured viscosity with increasing shear, and an attractive interaction between particles, leading to their chaining. …”
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Tuning the shear thickening of suspensions through surface roughness and physico-chemical interactions by Bourrianne, Philippe, Niggel, Vincent, Polly, Gatien, Divoux, Thibaut, McKinley, Gareth H.

“…Shear thickening denotes the reversible increase in viscosity of a suspension of rigid particles under external shear. …”
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Active Vorticity Control in a Shear Flow Using a Flapping Foil by Gopalkrishnan, R., Triantafyllou, M.S., Triantafyllou, G.S., Barrett, D.S.

Subjects: “…shear flow…”
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Effects of coarse-grained material on hydraulic properties and shear strength of top soil by Rahardjo, Harianto, Indrawan, I. Gde Budi, Leong, Eng Choon, Yong, W. K.

“…Sidewalk failures associated with top soil of low shear strength are a common problem in urban areas. …”
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Shear behaviour of steel members and beam-to-column joints under elevated temperatures by Qian, Zhenhai

“…In this study, the beam web shear component of a joint has first been simplified into an equivalent girder web panel subjected to shear force. …”
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The effects of shear deformation in non-rectangular steel reinforced concrete structural walls by Luo, Da, Zhang, Zhongwen, Li, Bing

“…Steel reinforced concrete composite (SRC) structural walls with embedded steel profiles have superb flexural strength and stiffness, which may lead to a more distinct influence on the shear deformation in these walls. If the walls have flanged sections, substantial influences of the shear lag effect could be expected. …”
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Influence of spatial variability on slope failure analysis by the shear strength reduction technique by Zhang, Wengang, Goh, Anthony Teck Chee

“…In this paper, two-dimensional (2D) slope stability failure using random field analysis is considered using the shear strength reduction technique for several cases. …”
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Shear Capacity of RC Beam with Opening Strengthened Using CFRP Sheet and Plate by Fai, Moi Kin, Ali, Noorwirdawati

“…This study aims to compare the maximal shear capacity of each CFRP configuration to that of conventional beams and evaluate the deflection profiles, failure modes, strain distribution, and crack patterns under shear loads. …”
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An Analytical Model for Pitch Moment Stiffness of Bolted Connections and Its Application in Ballscrew Bearing Support Block Selection by Harlalka, Akshay D., Slocum, Alexander H.

“…While analytical models for the axial stiffness of bolted joints are well developed, models for moment (angular) stiffness of bolted structures, such as ball screw bearing support blocks, are needed to help engineers rapidly design more efficient precision machines. …”
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Catalytic asymmetric synthesis of Pt- and Pd-PCP pincer complexes bearing a para-N pyridinyl backbone by Wong, Esther Hui Yen, Jia, Yu-Xiang, Li, Yongxin, Pullarkat, Sumod Appukuttan, Leung, Pak-Hing

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Case study of load-bearing precast wall system subject to low seismic intensity by linear and nonlinear analyses by Tiong, Patrick Liq Yee, Chiew, Sing Ping, Teow, Beng Hur

“…This paper investigates the behaviour of load-bearing precast wall system (namely the HC Precast System − HCPS) subject to seismicity in Malaysia. …”
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Effect of base columns arrangement to lateral displacement and shear lag of modified diagrid structures / by Fatin Izzaidah Anuar, 1991-, author 595269, Roslida Abd. Samat, supervisor 613915, Sariffuddin Sa'ad, supervisor 644487, Fakulti Kejuruteraan. Sekolah Kejuruteraan Awam 619085

Effect of base column length to the lateral displacement and shear lag of modified diagrid structures / by Chua, Fong Teng, 1991-,author 594696, Roslida Abd. Samat 613915, Sariffuddin Sa'ad 644487, Fakulti Kejuruteraan Awam 8022

Effect of base column length to the lateral displacement and shear lag of modified diagrid structures / by Chua, Fong Teng, 1991-,author 594696

The effectiveness of eugenia oleina in protecting tropical residual slope from excessive shear failure by Youventharan, D., Rokiah, Othman, Mohd Arif, Sulaiman, Putra Jaya, Ramadhansyah, Siti Noor Linda, Taib, Irfan Hakimie, Mohd Rodzif, Kuraisha, Kambali

“…Laboratory tests were conducted to measure soil shear strength, root properties, and the factor of safety (FOS) of tropical slopes before and after plant root implementation. …”
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Relationship between pore-size distribution and shear strength of compacted sand-kaolin mixtures by Fu, Weiqi.

“…Determination of pore size distribution of sand-kaolin relationship with shear strength is the main objective of the study. …”
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Effect of residual soil depth on soil-water characteristic curve and unsaturated shear strength by Tikno, Nickanor

“…This study focused on investigating characteristics of residual soils from three main formations in Singapore from different depths with respect to parameters of soil-water characteristic curve (SWCC) and unsaturated shear strength using statistical analyses. The parameters investigated in this study are percentage of fines (%), air-entry value (AEV), saturated permeability (ks), effective cohesion (c’), effective friction angle (’) and angle representing the rate of increase in shear strength with respect to an increase in matric suction (b). …”
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