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