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Moment fléchissant --- Bending moment. --- Ponts --- Bridges.
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Railroad bridges. --- Ponts-rails. --- Bending moment. --- Moment fléchissant.
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Rings --- Roofs --- Dome cars (Railroads) --- Stability --- Containers --- Building, Iron and steel --- Bending moment --- Structural design
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Strength of materials. --- Résistance des matériaux. --- Bending moment. --- Moment fléchissant. --- Strains and stresses. --- Contraintes (mécanique)
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Bending moment --- Moment fléchissant. --- Elasticity --- Élasticité. --- Moment fléchissant. --- Élasticité.
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Béton armé. --- Reinforced concrete. --- Cisaillement (mécanique) --- Shear (Mechanics) --- Moment fléchissant. --- Bending moment.
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Strains and stresses. --- Contraintes (mécanique) --- Elasticity. --- Élasticité. --- Bending moment. --- Moment fléchissant. --- Contraintes (mécanique) --- Élasticité. --- Moment fléchissant.
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Fluid mechanics. --- Mécanique des fluides. --- Bending moment. --- Moment fléchissant. --- Strains and stresses. --- Contraintes (mécanique) --- Mécanique des fluides. --- Moment fléchissant. --- Contraintes (mécanique)
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Reinforced concrete --- Béton armé. --- Precast concrete --- Béton préfabriqué. --- Moment fléchissant. --- Bending moment --- Béton armé. --- Béton préfabriqué. --- Moment fléchissant.
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It is of major importance for design purposes that long-term effects coming from the sea are accurately predicted by classification societies, which must not be exceeded during the lifetime operation of a given vessel. It is encountered that Inland-Navigation Bureau Veritas rules (NR247) do not assess the seakeeping behaviour and do not predict sea loads adequately. To deal with this, a development of empirical-formulas was carried to account for inland-vessel responses when operated in stretches of water within the range of navigation of 0.6 m ≤ Hs ≤ 2 m, based on linear potential-flow theory, boundary element method and the 3D linear panel method theory. A frequency-domain linear analysis for an impossed constant speed of 10 knots is taken into account. Using the Belgian Coastal Scatter Diagram, it was found the hydrodynamic long-term response for a return period of 17 years, composed of motions, accelerations, relative elevation, shear forces and bending moments; encountered in a set of 46 inland vessels. Then, by mean of a regression process, a set of empirical equations was proposed accounting for these effects. They were validated against an additional set of 13 direct-calculation results, showing good agreement. Finally, to take into account discrepancies originated from lineartheory assumptions, proposed empirical models are corrected by taking into account nonlinear hydrodynamic effects.
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