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2013
This chapter presents the methods commonly used to calculate the primary stresses induced by the vertical and horizontal hull girder bending moments. The strength members of ship hull girder sustaining the primary hull girder stresses are specified. The common procedures used for the calculation of ship section geometrical and flexural properties are ...
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This chapter presents the methods commonly used to calculate the primary stresses induced by the vertical and horizontal hull girder bending moments. The strength members of ship hull girder sustaining the primary hull girder stresses are specified. The common procedures used for the calculation of ship section geometrical and flexural properties are ...
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Symmetrical Bending of Circular Plates of Constant Radial Bending Stress
Journal of Applied Mechanics, 1962Bending of simply supported circular plates of constant radial bending stress subjected to uniformly distributed loading is investigated by solving a nonlinear integrodifferential equation. Boundary conditions are satisfied by joining the central portion of the plates of variable thickness to an annular rim along the boundary with uniform thickness ...
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Combined Bending and Direct Stresses
1990The determination of the stresses in a section due to direct axial loads and externally applied moments acting together • The effect of eccentric loadings on structural sections and on foundations • Stress distribution below foundations • The effect of prestressing on concrete sections.
Jack Cain, Ray Hulse
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2014
When shear forces and bending moments develop in a beam because of external forces, the beam will create internal resistance to these forces, called resisting shearing stresses and bending stresses.
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When shear forces and bending moments develop in a beam because of external forces, the beam will create internal resistance to these forces, called resisting shearing stresses and bending stresses.
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Shells with zero bending stresses
Journal of the Mechanics and Physics of Solids, 1954Abstract Shells in general, when subjected to external loads, develop bending as well as membrane stresses. If the middle plane of the shell is a surface of revolution and the applied loads are radially symmetrical about the axis, the membrane stresses are readily calculated provided the bending stresses are small enough to be ignored.
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Components Subjected to Bending and Direct Stress: Unsymmetrical Bending
1966The Causes of Combined Bending and Direct Stress. When a cross section of a component is subjected to bending of the kind dealt with in Chapter VII, and in addition is called upon to transmit compressive or tensile axial forces, then the section is said to be subjected to combined bending and direct stress.
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