Buckling analysis of two-and three-layer delaminated beams with and without bridging by Parlapalli Madhusudhana Rao

“…Buckling of two and three layer beams with asymmetrically located delaminations is studied in terms of newly introduced nondimensionalized axial and bending stiffnesses. …”
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Single aspherical lens for de-astigmatization, collimation and circularization of laser beam by Koh, Soon Seong.

“…In this report, a single aspherical lens has been designed to transform an astigmatic and elliptically diverging laser diode beam into a non-astigmatic and circularly collimated beam with a pre-determined output beam radius. …”
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Variation of stiffness of two magnetically coupled beams for broadband energy harvesting by Xiao, Jincheng

“…The non-linearity was introduced through the interaction of the tip magnets on the cantilever beams. The open circuit voltage outputs were first determined for both linear and non-linear PEH systems and compared to find the suitable material for the cantilever beams. …”
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Design of single-span medium-to-high strength concrete deep beams by Tan, Kang Hai., Kong, Fung Kew.

“…This project is to design of single-span medium-to-high strength concrete deep beams.…”
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Focusing of linearly polarized Lorentz–Gauss beam with one optical vortex by Rui, Fu, Zhang, Dawei, Ting, Mei, Gao, Xiumin, Zhuang, Songlin

“…Focusing properties of linearly polarized Lorentz–Gauss beam with one on-axis optical vortex was investigated by vector diffraction theory. …”
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Coherent terahertz Smith-Purcell radiation generated by the microbunched electron beam by Zhang, H

“…<p>The main objective of the thesis is to investigate the generation of coherent terahertz (THz) Smith-Purcell radiation using microbunched electron beams. Several ways of generating electron microbunches were considered and a method to monitor the separation between microbunches was developed. …”

Effect of base columns arrangement to lateral displacement and shear lag of modified diagrid structures [electronic resource] / by Fatin Izzaidah Anuar, 1991-, author 595269

Double Diffusion, Shear Instabilities, and Heat Impacts of a Pacific Summer Water Intrusion in the Beaufort Sea by Fine, Elizabeth C., MacKinnon, Jennifer A., Alford, Matthew H., Middleton, Leo, Taylor, John, Mickett, John B., Cole, Sylvia T., Couto, Nicole, Boyer, Arnaud Le, Peacock, Thomas

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A new method for the control of size of pellets in the melt pelletization process with a high shear mixer by Heng, Paul Wan Sia, Wong, Tin Wui, Shu, Jian Jun, Wan, Lucy Sai Cheong

“…The control of the melt pelletization process in an 8-l high shear mixer using specific energy consumption of the impeller motor was studied. …”
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Effect of pore-size distribution on unsaturated shear strength of residual soil from sedimentary Jurong formation by Ong, Weilin.

“…A change in the matric suction in the soil causes a change in water volume in an unsaturated soil, which in turn affects the unsaturated shear strength of the soil. The aim of the project is to investigate the effect of pore-size distribution on unsaturated shear strength of residual soil from Jurong Formation. …”
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Analysis and design of curved steel beam member in elevation using Eurocode 3 by Yandarmadi, Kelvin

“…The simply supported curved beam has the highest bending moment and shear force value. …”
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The bending-stretching effect of a nonlinear elastic beam under finite deformation by Wu, Mao See

“…Second-order solutions for the pure bending of a beam under finite deformation are obtained in this paper. …”
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Dynamic behavior of reinforced concrete beams under varying rates of concentrated loading by Adhikary, Satadru Das, Li, Bing, Fujikake, Kazunori

“…LS-DYNA, an explicit finite element program widely used for three-dimensional nonlinear transient analysis of structures, was employed in this study to provide numerical simulations of RC beams under varying loading rates. Three-dimensional finite element (FE) models of RC beams have been described and verified with the experimental results, followed by a parametric study to investigate the influence of the longitudinal reinforcement ratio, the transverse reinforcement ratio and the shear span to effective depth ratio. …”
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Non-linear analysis of bolted flush endplate steel beam-to-column connections / by Chou, Ka Chun, 1990-, author 610578, Redzuan Abdullah, supervisor 558354, Fakulti Kejuruteraan. Sekolah Kejuruteraan Awam 619085

Non-linear analysis of bolted flush endplate steel beam-to-column connections / by Chou, Ka Chun, 1990-, author 610578

A two-dimensional co-rotational Timoshenko beam element with XFEM formulation by Xu, Jin, Lee, Chi King, Tan, Kang Hai

“…In this paper, a two-dimensional co-rotational beam element with XFEM formulation to simulate pin connections and plastic hinges is presented. …”
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Static and cyclic behavior of steel beams retrofitted with fiber reinforced polymer laminates by Yu, Yi

“…This thesis presents a study on performance of FRP-steel joints and steel beams retrofitted with FRP under static and cyclic loading. …”
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Modulation schemes for the audio beam system : fixed-point analysis, simulation and implementation by Seth, Abhishek

“…Directional sound can be created by modulating an audible signal onto an ultrasonic carrier and projecting the modulated signal via special types of ultrasonic transducer to generate the parametric array through air, in such a way that audible sound can travel in a column of sound beams. The device that generates this phenomenon is generally referred to as the parametric loudspeaker. …”
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Experimental study on composite beam-column joints subject to column removal scenario by Michell, Nathasya

“…Research on progressive collapse analysis has been initiated since the partial collapse of Ronan Point apartment and it was found that failures usually started from beam-column joints when subjected to extreme loading. …”
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Experimental and analytical investigations on the ultimate strength and serviceability of structural concrete deep beams by Poh, Soon Ping., Teng, Susanto.

“…The main objective of this research is to study experimentally and analytically the behaviour of simple and continuous, prestressed and nonprestressed concrete deep beams under service and ultimate load conditions.…”
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