ISSN:
1573-2754
Keywords:
elasticity
;
orthogonal anisotropic beams
;
Reissner’s theory
Source:
Springer Online Journal Archives 1860-2000
Topics:
Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
,
Mathematics
,
Physics
Notes:
Abstract A theory of elasticity for the bending of orthogonal anisotropic beams has been developed by analogy with the special case, which can be obtained by applying the theory of clasticity for bending of transversely isotropic plates[1] to the problems of two deminsions. In this paper, we present a method to solve the problems of bending of orthogonal anisotropic beams and a new theory of the deep-beam whose ratio of depth to length is larger. It is pointed out that Reissner’s theory to account for the effect of transverse shear deformation is not very approximate in the components of stress.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1007/BF02454520
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