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Direct integration of a beam : ウィキペディア英語版
Direct integration of a beam
Direct integration is a structural analysis method for measuring internal shear, internal moment, rotation, and deflection of a beam.
For a beam with an applied weight w(x) , taking downward to be positive, the internal shear force is given by taking the negative integral of the weight:
: V(x) = -\int w(x)\, dx
The internal moment M(x) is the integral of the internal shear:
: M(x) = \int V(x)\, dx = -\int (w(x)\ \, dx ) dx
The angle of rotation from the horizontal, \theta, is the integral of the internal moment divided by the product of the Young's modulus and the area moment of inertia:
: \theta (x) = \frac \int M(x)\, dx
Integrating the angle of rotation obtains the vertical displacement \nu :
: \nu (x) = \int \theta (x) dx
==Integrating==
Each time an integration is carried out, a constant of integration needs to be obtained. These constants are determined by using either the forces at supports, or at free ends.
: For internal shear and moment, the constants can be found by analyzing the beam's free body diagram.
: For rotation and displacement, the constants are found using conditions dependent on the type of supports. For a cantilever beam, the fixed support has zero rotation and zero displacement. For a beam supported by a pin and roller, both the supports have zero displacement.

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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