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Euler–Bernoulli beam. The original Euler–Bernoulli theory is valid only for infinitesimal strains and small rotations. The theory can be extended in a straightforward manner to problems involving moderately large rotations provided that the strain remains small by using the von Kármán strains. [8]
The Euler–Bernoulli beam equation defines the behaviour of a beam element (see below). It is based on five assumptions: Continuum mechanics is valid for a bending beam. The stress at a cross section varies linearly in the direction of bending, and is zero at the centroid of every cross section.
The starting point is the relation from Euler-Bernoulli beam theory = Where is the deflection and is the bending moment. This equation [7] is simpler than the fourth-order beam equation and can be integrated twice to find if the value of as a function of is known.
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Download as PDF; Printable version; ... Bernoulli's proposed solution established Euler–Bernoulli beam theory, further developed by Euler in the 18th century.
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Euler–Bernoulli beam theory; Euler–Lagrange equation; Euler–Lotka equation; Euler–Maclaurin formula; Euler–Maruyama method; Euler–Poisson–Darboux equation; Euler–Rodrigues formula; Euler–Tricomi equation; Euler's constant; Euler's continued fraction formula; Euler's critical load; Euler's differential equation; Euler's formula ...