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bending stiffness : ウィキペディア英語版
bending stiffness
The bending stiffness (K) is the resistance of a member against bending deformation. It is a function of elastic modulus E, the area moment of inertia I of the beam cross-section about the axis of interest, length of the beam and beam boundary condition. Bending stiffness of a beam can analytically be derived from the equation of beam deflection when it is applied by a force.
K = \frac}
where \mathrm is the applied force and \mathrm is the deflection. According to elementary beam theory, the relationship between the applied bending moment M and the resulting curvature \kappa of the beam is:
M = E I \kappa = E I \frac
where w is the deflection of the beam and x is the distance along the beam. Double integration of the above equation leads to computing the deflection of the beam, and in turn, the bending stiffness of the beam.
Bending stiffness in beams is also known as Flexural rigidity.
==See also==

* Beam theory
* Bending
* Applied mechanics

抄文引用元・出典: フリー百科事典『 ウィキペディア(Wikipedia)
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