论文信息 - Rectangular Plates Resting on Tensionless Elastic Foundation: Some New Results

Rectangular Plates Resting on Tensionless Elastic Foundation: Some New Results

The behavior of flexible rectangular plates resting on tensionless elastic foundations is analyzed using finite-element method (FEM) techniques. A nine-noded Mindlin element has been adopted for modeling the plate to account for transverse shear effects. Effects of realistic design parameters have been studied.

Sekhar K. Chakrabarti | Ramesh C. Mishra

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