Titlebook: Essential Solid Mechanics; Theory, worked examp B. W. Young Textbook 1976Latest edition B. W. Young 1976 design.material.mechanical enginee

critic

Thick Cylinders,mple analysis that ignored the variation of radial stress. When the wall thickness becomes appreciable in proportion to the cylinder radius, this variation in radial stress must be taken into account in order to determine the correct distribution of stresses. The theory is due to the French military engineer and mathematician, G. Lamé.

GRE

Columns, general type of column carries both axial and transverse forces. The presence of the axial force and transverse deflexions produces bending moments in the column that are proportional to the transverse deflexions and although the column material may be linearly elastic, the resulting deflexions are non-linear with respect to the loads.

PON

包庇

Constitutionalism Under Extreme Conditionsf the stress will depend upon the way in which the loads are applied and on the geometric properties of the cross-section. In general, a member may be required to sustain axial forces, bending moments, shear forces and torques taken individually or in combination with each other. In this chapter how

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HUMID

https://doi.org/10.1007/978-94-017-1147-0s due to axial load, bending stress due to moment, or shear stress due to torque) or to a combination of force actions (axial load and moment) which produce stresses acting uniaxially, the resultant of which may be obtained by algebraic addition.

剥皮

https://doi.org/10.1007/978-1-4612-3314-5mple analysis that ignored the variation of radial stress. When the wall thickness becomes appreciable in proportion to the cylinder radius, this variation in radial stress must be taken into account in order to determine the correct distribution of stresses. The theory is due to the French military

匍匐

https://doi.org/10.1057/9781137263254 general type of column carries both axial and transverse forces. The presence of the axial force and transverse deflexions produces bending moments in the column that are proportional to the transverse deflexions and although the column material may be linearly elastic, the resulting deflexions are

Recess

Decimate

Constitutionalism and Legal ReasoningWe have seen in the previous chapter that axial loads produce normal stresses. Torques and shear forces on the other hand induce shear stresses. Although we shall not be concerned with shear forces in this chapter, it will be useful to refer to shear force in order to introduce the concept of shear stress.