Minimal power manoeuvring techniques in nano-satellites by Lim, Noel Wei Shen

“…The first idea focuses on moving a ball bearing in a tube while the second idea is about moving a ball bearing on a wooden board. …”
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GPU-accelerated real-time motion planning for safe human-robot collaboration by Fujii, Shohei

“…We experimentally demonstrate that our method can navigate a 6-DoF robot earlier than a geometric-primitives-based distance checker in a dynamic, collaborative environment. …”
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Experimental studies on the behaviour of non_seismically detailed reinforced concrete column by Lim, Marvin Wei Sheng.

“…Post earthquake and experimental research have shown that old reinforced concrete structures which are designed based on non-seismic details are vulnerable to shear failure during earthquakes. Shear failure can lead to a reduction in building lateral strength, change in inelastic deformation mechanism and loss of axial load-carrying capacity. …”
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Stabilization/solidification of Mn-contaminated clay slurry by using CaO-GGBS: effects of anions by Li, Wentao, Yi, Yaolin

“…Therefore, this study investigated the S/S efficiency of CaO-GGBS in treating MnSO4-bearing and Mn(NO3)2-bearing clay slurries. The effect of anions (i.e. …”
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Determination of the local surface shapes on the foot surface from plantar view using surface curvature and colour scale for shape categories by Nopriadi.

“…Two conditions of feet were scanned: weight bearing condition and non-weight bearing condition.…”
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Seismic performance of continuous link reinforced concrete beam-column connections subjected to earthquake loading by Mohammadamin Azimi

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Seismic behavior of reinforced concrete columns with lightly transverse reinforcement by Muhammed Faizal Radzuan.

“…Shear degradation of a reinforced concrete column leads to a reduction in axial strength of the column. …”
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Unravelling giant molecular clouds by Liang, F

“…<p>Giant molecular clouds (GMCs) provide the fuel for star formation and bear various feedbacks. Thus, they are key to our understanding of galaxy evolution and the baryon cycle. …”

Steel beam responses under blast loading by Wei, Ke Wu.

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Experiment and analysis of a hybrid composite post-tension plate girder by Al Mustawfi, Sahib, Safiee, Nor Azizi, Abu Bakar, Nabilah, Abd Karim, Izian, Mohd Nasir, Noor Azline

“…Web and flange plates withstand shear force and bending moment, respectively. However, plate girders are vulnerable to shear buckling. …”
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Structural performance of cold-formed steel with self-compacting concrete in a composite beam system by Muhammad Lawan, Mustapha

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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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Analysis of bedload transport in laminar flows by Cheng, Nian-Sheng

“…Bedload transport generally depends on the bed shear stress and Reynolds number. Many studies conducted for the condition of turbulent flows have revealed the dependence of the transport rate on the bed shear stress, while knowledge of the Reynolds number effect on the transport rate is very limited. …”
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Numerical analysis of thermophoresis of charged colloidal particles in non-Newtonian concentrated electrolyte solutions by Zhou, Yi, Deng, Xin, Liang, Sheng, Zhao, Cunlu, Yang, Chun

“…The numerical simulations reveal that the shear-thinning effect of pseudoplastic fluids is advantageous to the thermophoresis, and the shear-thickening effect of dilatant fluids slows down the thermophoresis. …”
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Application of long gauge sensors on RC structures by Yong, Jun Jordan

“…Various types of sensors are utilized, including Linear Variable Differential Transformers (LVDTs), point gauges, and long gauge sensors (LGS). By applying gradual shear loads and monitoring subsequent responses, our goal is to ascertain the extent of shear stress under varying loading circumstances. …”
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Instrumentation optimisation for unicompartmental knee replacement by Arthur, LW

“…To minimise the risk of bearing fracture in the very long-term, surgeons should position the bearing close to the tibial wall, neutrally align the femoral component, and avoid using the thinnest Size 3 bearings in young patients.…”

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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Stiffness of RC columns with hollow section by Teng, Ganyu

“…It was observed that the latter three parameters play significant roles in flexural stiffness. The shear stiffness component was studied in details and an equation was proposed based upon the continuum truss model for cracked elastic shear stiffness with constant crack angles. …”
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Numerical study on reinforced concrete beam-column frames in progressive collapse by Long, Xu

“…Thirdly, a component-based mechanical model is proposed to simplify two dimensional RC beam-column joints, where three types of components are considered, viz., the bond-slip component, shear-panel component and interfacial shear component. …”
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Failure mode classification for reinforced concrete members using data-driven approaches by Ong, Billy

“…This study aims to classify images of reinforced concrete (RC) structures by examining characteristic crack patterns associated with specific failure modes in RC columns, beams, and walls. Post-classification, shear strength equations are employed to determine the shear force to predicted shear strength ratio (m), utilizing various parameters obtained from the collected database. …”
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