Study on Vibration and Stability Analysis of Thick Rectangular Plates Section
نویسندگان
چکیده
This paper is the second part of free vibration and stability analysis thick isotropic orthotropic plates. The support condition CCCC CCFC was considered by applying alternative II theory based on polynomial shape function. work application formulation earlier derived using Ritz method. frequency values first mode critical loads obtained were compared with those order shear deformation theory. For span to depth ratio 10, fundamental linear for plate corresponding modulus elasticity ratios (E1/E2) 25 40 0.00312Hz, 0.00373 Hz 0.00398Hz.
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ژورنال
عنوان ژورنال: International journal of advances in scientific research and engineering
سال: 2021
ISSN: ['2454-8006']
DOI: https://doi.org/10.31695/ijasre.2021.33998