Bending of composite sandwich beams with metal facesheets by Toh, Yi Kang

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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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Shaped Bessel beam singulation of glass substrates by Chia, Hao Guang

“…Experiments conducted showed that the Deepcleave module focuses the interference pattern onto the central axis of a Bessel beam to produce a higher intensity beam than the original Bessel beam. …”
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Shear behaviour of high-strength concrete beams by He, Lihua.

“…The experimental investigation conducted in this project is important to evaluate the current design methods used for shear design of HSC beams, and the theoretical model proposed in this research for reinforced concrete element is capable of predicting not only the ultimate shear strength but also the load-deformation response of concrete elements subjected to in-plane shear and normal stresses.…”
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Progressive collapse assessment of prestressed concrete beams by Lin, Haoran, Luo, Da, Li, Bing

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

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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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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. These findings enhance topology optimization research for sandwich plates, provide guidance for grid wall arrangements under different loading conditions, and offer insights for designing lightweight sandwich structures.…”
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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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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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Shear strength of reinforced and prestressed concrete deep beams by Lu, Hai Yun.

“…The studies in this thesis mainly focus on the general behaviour, analysis and design in the shear strength of large reinforced and post-tensioned concrete deep beams. The influence of main steel ratio p, concrete strength fc', shear span-to-overall-height ratio a/h (or shear span-to-effective-depth ratio a/d), overall height h and prestress force on deep beams are investigated.…”
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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. …”