✳flâneur — a map of the web's best reading

Euler–Bernoulli beam theory

en.wikipedia.org · 9,431 words · saved by 1 readers

Euler–Bernoulli beam theory (also known as engineer's beam theory or classical beam theory) is a simplification of the linear theory of elasticity which provides a means of calculating the load-carrying and deflection characteristics of beams. It covers the case corresponding to small deflections of a beam that is subjected to lateral loads only. By ignoring the effects of shear deformation and rotatory inertia, it is thus a special case of Timoshenko beam theory. 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.

Euler–Bernoulli beam theory - Wikipedia Jump to content From Wikipedia, the free encyclopedia Method for load calculation in construction This vibrating glass beam may be modeled as a cantilever beam with acceleration, variable linear density, variable section modulus, some kind of dissipation, springy end loading, and possibly a point mass at the free end. Euler–Bernoulli beam theory (also known as engineer's beam theory or classical beam theory ) [ 1 ] is a simplification of the linear theory of elasticity which provides a means of calculating the load-carrying capacity and deflection of bea

Explore this link on the map →

related reading