uncleflo
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Stresses in Beams, David Roylance, MIT
Saved by uncleflo on September 2nd, 2014.
Understanding of the stresses induced in beams by bending loads took many years to develop. Galileo worked on this problem,but the theory as we use it today is usually credited principally to the great mathematician Leonard Euler (1707{1783). As will be developed below, beams develop normal stresses in the lengthwise direction that vary from a maximum in tension at one surface, to zero at the beam's midplane, to a maximum in compression at the opposite surface. Shear stresses are also induced, although these are often negligible in comparision with the normal stresses when the length-to-height ratio of the beam is large.
MITx edx 2.01x stress beam david roylance mit massachussetts material science engineering beams tension surface study normal report elements of structures element structure
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