Results 231 to 240 of about 3,976,645 (293)
This study presents large‐scale similarity model testing (geometric ratio 3.6) of an innovative multiple‐layered lining system—comprising exterior precast segments, middle self‐compacting concrete, and an interior steel pipe—for high‐pressure (0.75 MPa) water conveyance tunnels.
Ramin Asadi +4 more
wiley +1 more source
Enhancing subharmonic response by controlling initial state of monodisperse microbubbles via a multi-gas core. [PDF]
Chen S, Lu C, Zhang H, Yu ACH, Qin P.
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The graphical abstract presents a structured decision‐support framework for assessing the feasibility of converting depleted oil and gas wells into geothermal energy systems. The left panel illustrates a comprehensive, multi‐stage decision‐making framework progressing from prefeasibility screening and technical–economic analysis to policy alignment ...
Karolina Bieryt +3 more
wiley +1 more source
An Improved Perry-Robertson Theory for Buckling Prediction of Unidirectional-Fiber-Reinforced Composite Insulators. [PDF]
Shi Y, Li W, Su X, Zhang L.
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A staged three‐dimensional nonlinear soil–structure interaction (SSI) model is established, in which the initial geostress state, tunnel excavation, lining installation, delayed activation of the internal frame, and subsequent surcharge loading are simulated sequentially.
Xinyu Liu +3 more
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Finite element analysis of the mechanical behavior of stiffened cold-formed built-up CFST flat columns. [PDF]
Yu W, Wang H, Jiang Q, Wang H.
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Experimental, numerical, and ARX model-based prediction of axial buckling capacity in stainless steel cylindrical shells. [PDF]
Zeybek Ö, Çelik Aİ, Özkılıç YO.
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Morphogenesis of bacterial colonies in liquid crystalline environments. [PDF]
Gonzalez La Corte S +4 more
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A Metamaterial Buckling-Assisted Surface-Acoustic-Wave Enabled Sensor (mBASES) for Versatile and Ultrasensitive Biomarker Detection. [PDF]
Li X +13 more
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Thermo-Elastoviscoplastic Buckling Behavior of Plates
Journal of Applied Mechanics, 1994The thermo-elastoviscoplastic buckling behavior of plates is investigated. The analysis is based on nonlinear kinematic relations and nonlinear rate-dependent unified constitutive equations which include both Bodner-Partom’s and Walker’s material models. A finite element approach is employed to predict the inelastic buckling behavior.
Simitses, G. J., Song, Y.
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