A stability of thin shells in view of the initial geometrical imperfections
In the report the non-linear deformations and stability of thin shells are considered in view of initial geometrical imperfections. The energy balance low for shell deformation includes usually three components: strain energy depending on viscid and inviscid forces, work of external forces, kinetic energy.
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Defining initial geometric imperfections for the in-plane stability design of steel frames
The presence and form of initial geometric imperfections can significantly impact the structural response and the ultimate capacity of steel structures. Suitably chosen imperfections must be adopted during the design stage, particularly when utilising advanced analysis; applying inappropriate imperfections, either in terms of their shape or amplitude ...
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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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Experimental and Numerical Investigation of Cold-Formed Steel Storage Platforms with Perforated Channel Beams. [PDF]
Swierczyna S.
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On Numerical and Analytical Investigation of the Effectiveness of Strengthening of Steel Columns-Case Study. [PDF]
Szafran J +2 more
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Programmable Multifunctional Bistable Structures for Energy Transfer and Dissipation. [PDF]
Na X +6 more
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Transverse and vertical cracking behavior of railway rails due to geometrical imperfections and bending. [PDF]
Karalar M +3 more
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THE OPTIMIZATION OF GEOMETRICALLY NONLINEAR BAR STRUCTURES WITH INITIAL GLOBAL IMPERFECTIONS
O.A. Sergeyev, V.G. Kiselev
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AI-enhanced inverse design of photonic crystal fiber optical modulator using deep reinforcement learning technique. [PDF]
Dawood NYM +5 more
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Buckling and Post-Buckling Behaviour of a Carbon Fibre-Reinforced Polymer Stiffened Panel: A Numerical and Experimental Study. [PDF]
Sellitto A +6 more
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