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

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Fatigue analysis of steel beam using Ansys by Liu, Shun.

“…The second purpose of this project is to conduct a simple fatigue analysis on a steel beam using Ansys Mechanical APDL. Ansys is one of the most sophisticated and advanced engineering simulation software, capable of dealing with problems in various engineering fields, such as structural analysis, thermal analysis, magnetic analysis etc. …”
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Control for active chilled beam for HVAC system by Mohamed Noor Hafiz Abdul Halim.

“…The chilled beam technology has been around for a long time. …”
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The vibration of a beam embedded with piezoelectric inclusions by Deng, Chao Dan

“…In the present project, the dynamic response of a beam embedded with arrays of piezoelectric actuators/sensors is investigated. …”
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Mixed-Deciduous Beam (Wood Awards 2023) by Fereday, George

“…By utilising multiple species of hardwood in a single building product, the Mixed-Deciduous Beam is designed to maximise potential of the UK’s varied hardwood resource, promote regenerative forestry practices and ensure long-term carbon storage by diverting these valuable woods away from firewood or biomass. …”
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Laboratory realization of relativistic pair-plasma beams by Arrowsmith, C, Simon, P, Bilbao, P, Bott, A, Burger, S, Chen, H, Cruz, F, Davenne, T, Efthymiopoulos, I, Froula, D, Goillot, AM, Gudmundsson, JT, Haberberger, D, Halliday, J, Hodge, T, Huffman, B, Iaquinta, S, Miniati, F, Reville, B, Sarkar, S, Schekochihin, A, Silva, L, Simpson, Stergiou, V, Trines, R, Vieu, T, Charitonidis, N, Bingham, R, Gregori, G

“…We present first experimental results confirming the generation of high-density, quasi-neutral, relativistic electron-positron pair beams using the 440 GeV/c beam at CERN's Super Proton Synchrotron (SPS) accelerator. …”

Laboratory realization of relativistic pair-plasma beams by Arrowsmith, CD, Simon, P, Bilbao, PJ, Bott, AFA, Burger, S, Chen, H, Cruz, FD, Davenne, T, Efthymiopoulos, I, Froula, DH, Goillot, A, Gudmundsson, JT, Haberberger, D, Halliday, JWD, Hodge, T, Huffman, BT, Iaquinta, S, Miniati, F, Reville, B, Sarkar, S, Schekochihin, AA, Silva, LO, Simpson, R, Stergiou, V, Trines, RMGM, Charitonidis, N, Bingham, R, Gregori, G

“…We present the first experimental results confirming the generation of high-density, quasi-neutral, relativistic electron-positron pair beams using the 440 GeV/c beam at CERN’s Super Proton Synchrotron (SPS) accelerator. …”

Beam-pattern analysis of multi-beam high peak power IR-UWB transmitter tag for indoor positioning and tracking system by Md Arif Hussain Ansari, Law, Choi Look

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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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Enhancing fouling mitigation of submerged flat-sheet membranes by vibrating 3D-spacers by Tan, Yong Zen, Mao, Ziming, Zhang, Yanjun, Tan, Wen See, Chong, Tzyy Haur, Wu, Bing, Chew, Jia Wei

“…The designed 3D-spacers were produced by 3D printing technique and their fouling control efficiencies were experimentally examined in a submerged flat-sheet membrane MF system with bentonite and sodium alginate as model foulants. …”
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Impact of bioconvection and chemical reaction on MHD nanofluid flow due to exponential stretching sheet by Asjad, Muhammad Imran, Sarwar, Noman, Ali, Bagh, Hussain, Sajjad, Sitthiwirattham, Thanin, Reunsumrit, Jiraporn

“…This communication presents the momentum and thermal transportation of nanofluid flow over a sheet that stretches exponentially. The fluid moves through a porous matrix in the presence of a magnetic field that is perpendicular to the flow direction. …”
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Effect of accelerated weathering on fire performance and general composition of photovoltaic (PV) back sheets by Mohamed Muhsin Mohamed Baseer Ahamed

“…However, the more commonly used configuration in the industry are PV systems with a polymer based back sheet layer. This PV back sheet layer is moreover exposed to outside environments under UV exposure. …”
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Practical forming die design and manufacture for sheet metal stainless steel precision parts by Cheung, Thomas Wing Lau.

“…This project deals with precision stainless steel sheet metal forming which produces parts in the regime of near net shape. …”
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Tensile loading characteristics of free-form and water submerged single layer graphene sheet by Vijayaraghavan, V., Wong, C. H.

“…The effect of sheet size on the mechanical performance is investigated by subjecting the graphene sheet to tensile loading at various temperatures. …”
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Tipping point in ice-sheet grounding-zone melting due to ocean water intrusion by Bradley, AT, Hewitt, IJ

“…Marine ice sheets are highly sensitive to submarine melting in their grounding zones, where they transition between grounded and floating ice. …”

Mixed convection of ferrohydrodynamics magnetized hybrid ferrofluid on a slip-permeable stretching sheet by Kamis, Nur Ilyana, Lim, Yeou Jiann, Rawi, Noraihan Afiqah, Shafie, Sharidan

“…This study investigates it in a ferrohydrodynamics magnetized hybrid ferrofluid on a slip stretching sheet affected by suction and injection. Using the modified Tiwari and Das model, the behavior of the hybrid ferrofluid, magnetite ferrite (Formula presented.) and cobalt ferrite (Formula presented.) based-water and ethylene glycol are explored. …”
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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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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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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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