EFFECT OF SHEAR DEFORMATIONS ON THE BENDING OF MODERATELY THICK PLATES | ||||
The International Conference on Applied Mechanics and Mechanical Engineering | ||||
Article 13, Volume 2, 2nd Conference on Applied Mechanical Engineering., May 1986, Page 55-63 PDF (1.21 MB) | ||||
Document Type: Original Article | ||||
DOI: 10.21608/amme.1986.56850 | ||||
View on SCiNiTO | ||||
Authors | ||||
HAMED ABDALLA1; KAMAL HASSAN2 | ||||
1Lt. Col. Dr., Chair of Rockets, Military Technical College, Cairo, Egypt. | ||||
2Dr. Eng., Investigator, Ministry of Higher Education, Cairo, Egypt. | ||||
Abstract | ||||
The Bergan and Wang approach for the shear inclusion in plate deformation has led to an energy expression which is a function of the only lateral deflection. The corresponding Euler equation has been deduced and applied to a simply supported square plate with sinusoidal, uniform and concentrated loads. Numerical calculations have been made for different thickness to span ratios and the results agree well with those of other investigators. | ||||
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