ABDALLA, H., HASSAN, K. (1986). EFFECT OF SHEAR DEFORMATIONS ON THE BENDING OF MODERATELY THICK PLATES. test, 2(2nd Conference on Applied Mechanical Engineering.), 55-63. doi: 10.21608/amme.1986.56850
HAMED ABDALLA; KAMAL HASSAN. "EFFECT OF SHEAR DEFORMATIONS ON THE BENDING OF MODERATELY THICK PLATES". test, 2, 2nd Conference on Applied Mechanical Engineering., 1986, 55-63. doi: 10.21608/amme.1986.56850
ABDALLA, H., HASSAN, K. (1986). 'EFFECT OF SHEAR DEFORMATIONS ON THE BENDING OF MODERATELY THICK PLATES', test, 2(2nd Conference on Applied Mechanical Engineering.), pp. 55-63. doi: 10.21608/amme.1986.56850
ABDALLA, H., HASSAN, K. EFFECT OF SHEAR DEFORMATIONS ON THE BENDING OF MODERATELY THICK PLATES. test, 1986; 2(2nd Conference on Applied Mechanical Engineering.): 55-63. doi: 10.21608/amme.1986.56850

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, Pages 55-63    PDF (1.21 M)
Document Type: Original Article
DOI: 10.21608/amme.1986.56850
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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