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

Subjects: Get full text

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

Subjects: Get full text

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.…”
Get full text
Get full text

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.…”
Get full text
Get full text
Get full text

Timoshenko beam effect in flexural resonant column tests by Leong, Eng Choon, Cheng, Z. Y.

Subjects: Get full text

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. …”
Get full text

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. …”
Get full text

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.…”
Get full text

Vibration of sandwich beams with 2 non-overlapping delaminations by Yip, Kok Seng.

Get full text

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. …”
Get full text

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. …”

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. …”
Get full text

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

Get full text

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. …”
Get full text
Get full text

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. …”
Get full text

The effectiveness of welded inclined bars as shear reinforcement in rectangular beam / by Gimbiya, Turu Christiana, 1988-, author 612951, Ramli Abdullah, supervisor 185494, Mohd. Yunus Ishak, supervisor 446977, Fakulti Kejuruteraan Awam 8022

The effectiveness of welded inclined bars as shear reinforcement in rectangular beam / by Gimbiya, Turu Christiana, 1988-, author 612951

The performance of carbon fiber reinforced concrete rectangular beam in torsion / by Baraa Najah Abdullah, 1983-, author 613938, Mohd. Yunus Ishak, supervisor 446977, Ramli Abdullah, supervisor 185494, Fakulti Kejuruteraan Awam 8022

The performance of carbon fiber reinforced concrete rectangular beam in torsion / by Baraa Najah Abdullah, 1983-, author 613938