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The chapter discusses the Timoshenko Beam Theory (TBT) in detail, comparing it with the Euler-Bernoulli Beam Theory (EBT) and exploring important concepts such as governing equations, shear strain, and buckling. The chapter presents mathematical formulations, focuses on practical applications, and examines conditions under which each theory should be applied. Furthermore, the chapter explains the phenomenon of beam buckling and provides methods for calculating critical buckling loads.
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References
ch28.pdfClass Notes
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Term: Timoshenko Beam Theory (TBT)
Definition: A beam theory that accounts for both shear deformation and rotational effects, thus providing a more accurate analysis for short beams compared to Euler-Bernoulli Beam Theory.
Term: Buckling
Definition: The sudden bending or deformation of a beam structure under compressive loads, leading to potential structural failure.
Term: Shear Strain
Definition: A measure of how much a cross-section of a beam deforms under shear stress, indicative of the angle changes in the beam.
Term: Critical Buckling Load
Definition: The maximum load a slender column can carry before it buckles, dependent on the material's flexural rigidity and length.