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Bending of Plates on a Viscoelastic Foundation
In a recent note E. Reissner extended the concept of the classical WinklerZimmerman foundation to permit the introduction of a differential shear stiffness parameter in addition to the foundation modulus. The resulting system of differential equations is of sixth order. In this paper the system of equations is modified to incorporate a different interface condition, and the significance of the shear stiffness parameter is examined.
Bending of Plates on a Viscoelastic Foundation
In a recent note E. Reissner extended the concept of the classical WinklerZimmerman foundation to permit the introduction of a differential shear stiffness parameter in addition to the foundation modulus. The resulting system of differential equations is of sixth order. In this paper the system of equations is modified to incorporate a different interface condition, and the significance of the shear stiffness parameter is examined.
Bending of Plates on a Viscoelastic Foundation
Pister, K. S. (author) / Williams, M. L. (author)
Transactions of the American Society of Civil Engineers ; 126 ; 992-1005
2021-01-01
141961-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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