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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Enhancing quantum synchronization through homodyne measurement, noise, and squeezing by Shen, Yuan, Soh, Hong Yi, Fan, Weijun, Kwek, Leong Chuan

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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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Behaviour of continuous deep beams with unsymmetrical web openings by Tham, Win Yen

“…It is important to understand that deep beams behave differently from normal beams. Due to their dimensions, deep beams are predominantly controlled by shear strength. …”
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Effects of high loading rate on reinforced concrete beams by Fujikake, Kazunori, Adhikary, Satadru Das, Li, Bing

“…Comparative analyses of RC beams under these varying loading rates highlighted several key aspects of their dynamic behavior.…”
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Timoshenko beam effect in flexural resonant column tests by Leong, Eng Choon, Cheng, Z. Y.

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Sustainable structural design optimization - prestressed concrete beams by Ng, Kok Hang

“…The case study revealed that for an 18 m wide bridge, a 3-beam layout generates lesser overall EC than a 4-beam layout and a beam length (thus column spacing) of 20 to 26 m is likely to produce the lowest EC for the bridge system. …”
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Vibration of sandwich beams with 2 non-overlapping delaminations by Yip, Kok Seng.

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Vibration of beams with delaminations and embedded piezoelectric sensors and actuators by Della, Christian Ngalatan

“…The delaminated beams are modeled as interconnected Euler-Bernoulli beams using the delaminations as their boundaries. …”
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Nonlinear self-confined plasmonic beams: experimental proof by Kuriakose, T, Renversez, G, Nazabal, V, Elsawy, MMR, Coulon, N, Němec, P, Chauvet, M

“…Controlling low power light beam self-confinement with ultrafast response time opens up opportunities for the development of signal processing in microdevices. …”

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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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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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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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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Finite element analysis of bending of open section composite beams by Tan, Wee Peng

“…The study utilizes Finite Element Analysis (FEA) in ANSYS to simulate the structural response of these I-beams under three-point bending tests. Results indicated that increasing the ply count and web height enhances the load-bearing capacity and reduces deformation, with carbon fibre outperforming Toray T700 due to its superior mechanical properties. …”
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