Titlebook: Mechanics of Composite Structural Elements; Holm Altenbach,Johannes Altenbach,Wolfgang Kissing Textbook 20041st edition Springer-Verlag Be

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Classical and Improved Theories,lates or sandwich structures have a higher ratio of in-plane Young’s moduli to the interlaminar shear moduli, i.e. such composite structure elements have a lower transverse shear stiffness and often have significant transverse shear deformations at lower thickness-to span ratios < 0.05. Otherwise th

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Textbook 20041st editioniable solution is yet to be developed. Since the application of laminates and sandwiches has been used mostly in new technologies, governmental and independent research organizations, as well as big companies, have spent a lot of money for research. This includes the development of new materials by

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Differential Operators for Rectangular Plates (Classical Plate Theory),

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Differential Operators for Rectangular Plates (Shear Deformation Theory),

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Differential Operators for Circular Cylindrical Shells (Shear Deformation Theory),

GUMP

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Effective Material Moduli for Composites,al moduli of all constituents, the volume or mass fractions of the single constituents in the composite material, by the quality of their bonding, i.e. of the behavior of the interfaces, and by the arrangement and distribution of the fibre reinforcement, i.e. the fibre architecture.

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