Euler-Bernoulli beam equation
The elementary Euler-Bernoulli beam theory is a simplfication of the linear isotropic theory of elasticity which allows quick calculation of the load-carrying capacity and deflection of common structural elements called beams. It was first enunciated circa 1750, but was not applied on a large scale until the development of the Eiffel Tower and the Ferris Wheel in the late 19th century. Following these successful demonstrations, it quickly became a cornerstone of engineering and an enabler of the Second Industrial Revolution.
Related Topics:
Isotropic - Theory of elasticity - Deflection - Beams - 1750 - Eiffel Tower - Ferris Wheel - Second Industrial Revolution
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Additional structural analysis tools have been developed such as plate theory and finite element analysis, but the simplicity of E-B beam theory makes it a primary tool for preliminary sizing of all engineered structures. It remains known as the most fundamental lessons of civil engineering and mechanical engineering courses.
Related Topics:
Plate theory - Finite element analysis - Civil engineering - Mechanical engineering
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~ Table of Content ~
| ► | Introduction |
| ► | History |
| ► | Assumptions |
| ► | Predictions |
| ► | Derivation |
| ► | Practical simplifications |
| ► | Extensions |
| ► | See also |
| ► | References |
| ► | External links |
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